Murdoch University, Dubai - Waxbarashada Sare ee Imaaraadka\ngaabinta : Mud\naasaasay : 2008\nHa iloobin in aad wada hadlaan University Murdoch, Dubai\nQor at University Murdoch, Dubai\nWelcome to University Murdoch in Dubai, UAE. Waxaan nahay mid ka mid ah jaamacadaha keentay Australia in Dubai oo ah meel halkaas oo aqoon yahanno xor ka ah adduunka oo dhan ay isu yimaadaan si ay u sameeyaan isbeddel. Waxaan ku faani our sumcad caalami ah sare ee waxbarid, cilmi-baarista iyo arday qanacsanaanta.\nUniversity Murdoch in Dubai waxa uu ku yaalaa wadnaha ee International Dubai ee City cajiib Academic . dhidibada loo aasay 2007, Annagu waxaannu nahay campus laanta of University Murdoch a, mid ka mid ah jaamacadaha keentay baxaya Australia. campus Our guriga ee Perth, Western Australia, leedahay in ka badan 22,000 ardayda iyo 2,500 shaqaalaha ka guud ahaan ku dhowaad 100 dal oo kala duwan, waxbarasho in ka badan 200 koorsooyinka ama heerkoodu sareeyo undergraduate iyo postgraduate, in ka badan kala duwan oo dhamaystiran of nidaamo iyo xirfadaha. Murdoch ayaa kasbaday sumcad caalami ah oo tayo leh ee ay cilmiga iyo cilmi badan ee la soo dhaafay ka 35 sano, sida waxa uu ku koray iyo qaan. In 2014, Murdoch taagan 60aad ee darajayn Tacliinta Sare Times of kooxda aduunka ugu fiican 100 jaamacadaha ka yar 50 sano jir ah, 8aad ugu badan oo ka mid ah 14 Jaamacadaha Australia waxay ka mid hogaanka 100, caddeynta ay nooga go'antahay in cilmiga gaarka ah iyo waxbarasho fiican ee ardada oo ka mid ah cilmi-baaris oo tayo sare leh.\nAt Murdoch Dubai inaad heli doonto shahaado si buuxda u aqoonsan yahay Australia ay aqoonsi caalami ah la xiriira. Dhammaan barnaamijyada waxaa aqoonsan by Education Quality Standards Agency Tertiary ah (TEQSA) Australia gudaha iyo idman oo ay Aqoonta iyo Maamulka Horumarinta Aadanaha (Kdaa). Heerarka wareejin isku eegin codsan in aad waxbarasho ee Perth, ee Dubai ama mid ka mid ah xarumaha noo dabeecad gobolleed ama caalami kale. ardayda waxay fursad u leeyihiin si ay u gudbiyaan credits kasbadeen guud ahaan network of xarumood aan sal gaaban ama muddo-dheer ah, waayo-aragnimo waxbarasho oo dhab ah oo caalami ah.\nWaxaan xoogga weyn on tayada ardayda 'waayo-aragnimo waxbarasho iyo jaamacadaha. Waxaan ku faanaa tayada of our content waxbaridda iyo manhajka iyo asal ahaan dhaqamada. Iyadoo in ka badan 600 ardayda, baray by awood caalami ah, oo dunida ku baahsan, Murdoch University Dubai waa meel dhiirrigelin iyo firfircoon si ay u bartaan. Waxaan ku siin xarumaha fiican ardayda: technology goynta-ku laayeen, goobaha cilmiga casriga ah iyo taageero arday ka go'an barashada, taageerayaan awood u gaar ah oo wax bartay caalamka. Waxaan bixinaa kala duwan oo ka mid ah barnaamijyada degree undergraduate iyo graduate. At heerka undergraduate, waxaan bixiyaan koorsooyin ku Business (maaliyadda,maamulka, iyo suuq-), Technology Information (sayniska kombiyuutarka iyo ganacsiga nidaamka macluumaadka) iyo Maaday iyo Isgaarsiinta (saxaafadda, xiriirka dadweynaha, wax soo saarka andscreen). At heer sarre, waxaan ku siin Master ah Maamulka Ganacsiga iyo Master a of Education. Ardayda aan isreebreebka toos galo oo doonaya dariiqa kale galay jaamacad ka fiirsan kartaa dhamaystirka barnaamijka associatedfoundation our. Tani waxay ka qabtaan baahida dugsiga sare, ardayda caalamiga ah iyo kuwa qaan doonaya in ay helaan galay shahaado jaamacadeed entry.\nsi joogto ah Waxaan ku dadaaleynaa in ay la kulmaan caqabado gaar ah in ka fool ardayda Imaaraadka Carabta iyagoo doonaya inay qaataan door hogaamineed ee gobolka iyo dunida oo dhan. All qalin waxaa diyaarshay xirfadaha muhiimka ah ee xidhiidhka iyo fikirka hal abuur leh, aqoon la taaban karo oo qoto dheer in ay ka dambeeyaan, iyo wacyi ah aragtiyaha caalamka. Waxay muujiya iyo falanqeey maskax yihiin, kalsooni ah in la qaato meel masraxa caalamiga ah. Waa raaxaysi iyo sharaf si aad u soo dhaweynaynaa in University Murdoch in Dubai. Kooxdayada quduuska ah shaqaalaha horay u muuqataa in ay aad u taageeraya in aad safar xiiso leh waxbarashada iyo sahaminta.\nDr Max Sully, Dean iyo Madaxweynaha Academic\nbarnaamijyada shahaadada hoose\nSchool of Management iyo Maamul\nBachelor ee Xiriirka Dadweynaha\nBachelor in Production Screen\nSchool of Engineering iyo IT\nMurdoch University waa mid ka mid ah shan jaamacadood ee Western Australia, si rasmi ah looga on 25 July 1973, bilaabo maalinta Guddoomiyaha soo magacaabay xubnaha ugu horeeya ee Senate University ee ku xusan qaybtan 12(1)(9) ee Xeerka University Murdoch ah. Waxaa la jaamacadda labaad aasaasay Western Australia iyo toddoba ee Australia. Murdoch lahaa toban Professors Foundation. Aasaaskii xigeenka Chancellor ahaa Professor Stephen Griew. Professor Aasaaskii Jaamacadda ahaayeen culimada of taagan caalamiga ah iyo in ay University Murdoch ula yimaadeen sharafta Sharaf ah heerka ugu sareeya ee beeraha ay ka soo jeedaan. Waxay si rasmi ah u bilaabatay on waajibaadka 1 July 1973. In 1975, sanadka ugu horreeya, University Murdoch ku qoran 672 ardayda undergraduate. maanta, University Murdoch ayaa dadka arday ka badan a 18,000 lugu daro 2,000 ardayda caalamiga faafay guud ahaan saddex xarumood ee Western Australia iyo Xarumaha Study International ee Singapore, Malaysia, Japan iyo Dubai\nMa rabtaa wada hadlaan University Murdoch, Dubai ? su'aal kasta, comments ama dib u eegista\nPhotos: Murdoch University, Dubai rasmiga ah Facebook\nMurdoch University, dib u eegista Dubai\nKu biir si ay ugala hadlaan of University Murdoch, Dubai.\nUniversity of Wollongong ee Dubai Dubai


xujo musalsal somali archives-GREP webdesign Steel\negypt 15mo3 xujo musalsal somali archives a 633 grade a yeld seamless 316 50mm diameter stainless steel pipe with samples ss400 thickness 25mm steel plates 4mm mild steel sheet S420n Alloy Steel Plates sheets Suppier creep temperature sus316 and 316l american standard a572 gr 65 channel steel Carbon Hot Rolled Plate Steel Thickness 6mm 300mm ASTM Steel angle iron for sale from leading angle steel\nsaafifilms musalsal - PngLine\nMusalsal Archives - Page 250 of 250 - Saafi Films Production Random Hindi Af Soomaali pin.Fanproj Productions Home of Hindi Af Somali Toh Baat Pakki! Af Somali Musalsal Af Somali HD DABINKII DUMARKA Qeybtii 3 43:05 Musalsal Af Somali HD Zuhra Qaybtii 10 Aad pin.Musalsal Saafi Filmsgodob caashaq 2 Archives somaliyatimessomali news June 15,2020 Muuqaal:-Siyaasiyiin,Heyado Iyo Shakhsiyaad Soomaali Iyo Ajnabi Oo Kahor Yimid Dacwo Beenaadka Villa Somalia Ee Weriye somali news July 7,2020Xujo Musalsal Somali Part 9 - Saafi Films Production Sep 05,2020 xujo musalsal somali archives#0183;Xujo Musalsal Somali Part 9.5th September 2020.2,220 .Share.Facebook Twitter LinkedIn Tumblr Skype WhatsApp Telegram Viber.5th September 2020.2,220 .Share.Facebook Twitter LinkedIn Tumblr Skype WhatsApp Telegram Viber.Musalsalka Noloshii Dulmiga 90.\nXujo Musalsal Somali Part 3 - Saafi Films Production\nXujo Musalsal Somali Part 3.2nd August 2020.2,247 .Share.Facebook Twitter LinkedIn Tumblr Skype WhatsApp Telegram Viber.2nd August 2020.2,247 .Share.Facebook Twitter LinkedIn Tumblr Skype WhatsApp Telegram Viber.Xujo Musalsal Somali Part 2.Xujo Musalsal SomaliXujo Musalsal Somali Archives - Saafi Films Production Xujo Musalsal Somali.Xujo Musalsal Somali oo xul ah.30th October 2020.48 .Xujo Musalsal Somali Part 16.Riix halka hoose oo daawo musalsalka Xujo ooXujo Musalsal Somali Archives - Page 2 of 3 - Saafi Films Xujo Musalsal Somali oo xul ah.13th September 2020.2,173 .Xujo Musalsal Somali Part 10.Read More\nXikmadii Jaceylka - Musalsal Turki Af Soomaali Archives\nXikmadii Jaceylka Musalsal Turki Af Soomaali.Turki Af Soomaali oo qiso macaan leh waxaana matalaya Turkish Actors.Turkey shared the same fate with many ofXikmadii Jaceylka - Musalsal Turki Af Soomaali Archives Sep 30,2017 xujo musalsal somali archives#0183;Xikmadii Jaceylka Musalsal Turki Af Soomaali.Turki Af Soomaali oo qiso macaan leh waxaana matalaya Turkish Actors.Turkey shared the same fate with many ofSome results are removed in response to a notice of local law requirement.For more information,please see here.Previous123456NextFanproj Archives - Hindi Af Somali mySomali StudiosDo not miss any somali movie,somali series or even latest somali short films all made in Somalia by mySomali Studuos.Hindi Afsomali mySomali American Afsomali Hindi Af somali Cusub Aflaam Cusub Musalsal\nSome results are removed in response to a notice of local law requirement.For more information,please see here.12345NextMusalsal Archives - Page 118 of 227 - Saafi Films\nUK Opens Army Training Facility For Somali Forces; 8th June 2019 Most at Home Somalis Prouder of Sweden Than Swedes Survey; 7th June 2019 Somalia Rejects Kenyas Claim on Lamu oil block Sale; 3rd June 2019 Eid mubarak eid ul fitr to all Muslims around the worldSome results are removed in response to a notice of local law requirement.For more information,please see here.SomaliNet News SomaliNetDec 29,2015 xujo musalsal somali archives#0183;On Friday October 9,Tunisias National Dialogue Quartet won this years Nobel Peace Prize for its work in supporting the countrys democratization process in the wake of the so-called Jasmine Revolution of 2011.The result was announced Today in Oslo,Norway.\nSaafi Films - Posts Facebook\nSaafi Films,Mogadishu,Banadir,Somalia.50K likes.Wax walba oo nafta iyo niyadda u roon.Saafi FIlms.Musalsalka Noloshii Dulmiga 126 - Saafi Films Production Oct 11,2020 xujo musalsal somali archives#0183;Xujo Musalsal Somali Part 13.Related Articles.Musalsalka Noloshii Dulmiga 70.17th August 2020.Musalsalka Noloshii Dulmiga 113.27th September 2020.Musalsalka Noloshii Dulmiga 82.27th August 2020.Musalsalka Noloshii Dulmiga 24.30th June 2020.Musalsalka Noloshii Dulmiga 103.Musalsal af somali turki - bj.progetto33.itMusalsal af somali turki.Im having a difficult time getting prodigy to allow custom scripts in my recipe specific templates,e.g.Custom Stuff Theres a react github discussion about it,but the TLDR is it looks like elenerHTML = ' '; doesnt work.\nMusalsal Archives - Saafi Films Production Somali Films\nMusalsal; Somali Films; About Us.Contact; Musalsal.22nd June 2019.15,447 .Badda madow Part 55 Musalsal qiso aad u macaan leh.Read More Musalsal Archives - Saafi Films Production Somali Films Musalsal; Somali Films; About Us.Contact; Musalsal.22nd June 2019.15,447 .Badda madow Part 55 Musalsal qiso aad u macaan leh.Read More Musalsal Archives - Page 118 of 227 - Saafi Films UK Opens Army Training Facility For Somali Forces; 8th June 2019 Most at Home Somalis Prouder of Sweden Than Swedes Survey; 7th June 2019 Somalia Rejects Kenyas Claim on Lamu oil block Sale; 3rd June 2019 Eid mubarak eid ul fitr to all Muslims around the world\nMusalsal Adiga Dartaa Dalkaaga\nMUSALSAL; SOMALI SHORT FILMS; Breaking News.Libya Haftar forces launch air strikes near el Feel oilfield Musalsal Noloshii Qaraareyd.SOMALI MUSIC.MUSALSAL CADOWGII NOLASHA.DAAWO CALI DHAANTO IYO DEEQA AFRO 2016 GUDOON CISHQI.MUSALSAL.ISLAMIC STUDIES WADAADADA.Archives.April 2019; February 2019; January 2019; December 2018 Musalsal DalkaagaMUSALSAL; SOMALI SHORT FILMS; Breaking News.Libya Haftar forces launch air strikes near el Feel oilfield Musalsal Noloshii Qaraareyd.SOMALI MUSIC.MUSALSAL CADOWGII NOLASHA.DAAWO CALI DHAANTO IYO DEEQA AFRO 2016 GUDOON CISHQI.MUSALSAL.ISLAMIC STUDIES WADAADADA.Archives.April 2019; February 2019; January 2019; December 2018 Musalsal DalkaagaMUSALSAL; SOMALI SHORT FILMS; Breaking News.Libya Haftar forces launch air strikes near el Feel oilfield Musalsal Noloshii Qaraareyd.SOMALI MUSIC.MUSALSAL CADOWGII NOLASHA.DAAWO CALI DHAANTO IYO DEEQA AFRO 2016 GUDOON CISHQI.MUSALSAL.ISLAMIC STUDIES WADAADADA.Archives.April 2019; February 2019; January 2019; December 2018\nJaceyl Indho Maleh - oeow.pbibbianobarit\nJaceyl Indho MalehJaceyl Indho Maleh - oeow.pbibbianobaritJaceyl Indho MalehIisoo celi jaceylkeyga musalsal xul ah Archives - Page 6 Musalsal; Somali Films; About Us.Contact; Iisoo celi jaceylkeyga musalsal xul ah.25th September 2020.5,842 .iisoo celi jaceylkeyga Part 34.Read More\nHindi Afsomali Archives - Hindi Af Somali mySomali Studios\nDo not miss any somali movie,somali series or even latest somali short films all made in Somalia by mySomali Studuos.Hindi Afsomali mySomali American Afsomali Hindi Af somali Cusub Aflaam Cusub MusalsalHindi Afsomali Archives - Hindi Af Somali mySomali StudiosDo not miss any somali movie,somali series or even latest somali short films all made in Somalia by mySomali Studuos.Hindi Afsomali mySomali American Afsomali Hindi Af somali Cusub Aflaam Cusub MusalsalHindi Afsomali Archives - Hindi Af Somali mySomali StudiosDo not miss any somali movie,somali series or even latest somali short films all made in Somalia by mySomali Studuos.Hindi Afsomali mySomali American Afsomali Hindi Af somali Cusub Aflaam Cusub Musalsal\nAas Aaska Nolosha waa musalsal aad u xiiso badan oo aad ka daawan kartid qeylonet.Musalsalkaan oo xambaarsan sheeko jaceyl,farxad iyo murugo.Welibana aad uxiisa badan waxaad goordhow asagoo Genre Drama ,musalsal af somali ,Musalsal Afsomali ,SoapGabadhii Labaad Musalsal DalkaagaMUSALSAL; SOMALI SHORT FILMS; Breaking News.Libya Haftar forces launch air strikes near el Feel oilfield Musalsal Noloshii Qaraareyd.SOMALI MUSIC.MUSALSAL CADOWGII NOLASHA.DAAWO CALI DHAANTO IYO DEEQA AFRO 2016 GUDOON CISHQI.MUSALSAL.ISLAMIC STUDIES WADAADADA.Archives.April 2019; February 2019; January 2019; December 2018 Fanproj Musalsal Af SomaliTranslate this pageMusalsal Cusub Holac iyo Jaceyl qeybta 15-aad Musalsal cusub Musalsal Archives - Hindi Af Somali Fanproj Productions Hindi af Somali cusub 2016-2017\nDaymo media - XUJO PARTI 3FULL LIKE SHARE COMMENT


How to Code Vba Excel 2007 Macro Consolidation Function - Excel by xvd48382\nHow to Code Vba Excel 2007 Macro Consolidation Function document sample\nby Rohan Walker, April 2007\nSPECCONv1_01 calculates the dissipation of excess pore water pressures in a\nmultilayer soil system subject to vertical and radial drainage. Soil properties are\nconstant. Loading is a single ramp load uniform with depth.\nSPECCON was developed as part of the PhD thesis of Walker (2006) at the\nUniversity of Wollongong under the supervision of Prof. Buddhima Indraratna\nThis version of SPECCON was developed in response to reviewer comments for\nthe paper: Walker, R., Indraratna, B., and Sivakugan, N. "Vertical and radial\nconsolidation analysis of multi layered soil using the spectral method."\nSubmitted to Journal of Geotechnical and Geoenvironmental Engineering,\nThe Visual Basic for Applications (VBA) Excel version of SPECCON was made\npossible through the free availability of eigenvalue/eigenvector extraction\nsubroutines by Volpi (2005)\nThe VBA code can be accessed through the VBA editor (Tools…Macro…Visual\nMAKE SURE THAT MACROS HAVE BEEN ENABLED. (Tools… Macro…Security. You may\nneed to restart Excel.)\n1 Copy Template sheet.\n2 To prevent calculation during parameter input set the "Calculation?" cell (C132) to\n3 Output times can be varied to suit though usually it is only necessary to alter the\nfinal time increment and the intermediate times will be calculated based on linear\nor logarithmic interpolation as chosen in cell C133.\n4 Enter material/geometry properties in the appropriate yellow cells.\nChoose a reference layer to which all properties will be normalised to. Note if\nvertical drains are included then the reference layer must contain vertical drains.\n6 Set the "Calculation?" cell (C132) to TRUE and wait.\nVerification worksheets may be deleted to reduce file size.\nInput units are usually m, kN, and years. The Excel goal seek tool can easily be\nused to ensure an appropriate value in another unit system is achieved\nDefault output is average excess pore pressure vs time for each layer plus an\naverage over the whole soil profile. Pore pressure vs depth is also calculated at\nthe specified output times.\nSPECCON Instructions                                                                             Page 1 of 19\nNote that the default pore pressure output at depth is calculated at four points\nwithin a each layer. To achieve more output points within a layer in may be\nnecessary to subdivide the layer.\nSPECCON is implemented as an ARRAY function. See excel help menu for\ninformation on entering and editing array functions.\nThe greater the number of series terms used, the greater the accuracy of the\nsolution. But more series terms results in longer computation times.\nPore pressure vs depth does not look like a sine curve (Terzaghi 1D\nconsolidation)=more series terms\nProblem dominated by radial drainage = more series terms\nIf pore pressure distribution in the short term is important=more series terms\nIf long term average pore pressure is more important=less series terms\nSuitability of solution can be assessed by how much the pore pressure distribution\nchanges when including an extra series term.\nA "time factor multiplier" has been included to quickly increase/decrease all c v and\nch values. This is useful in back analysing problems.\nNo error catching procedures have been written into the SPECCON code. If an\nerror occurs, try turning calculations on/off, and check input.\nSPECCON was implemented as a function to allow use of Excel's Goal seek and\nThe template was set up to print two A3 sheets.\nIf the calulations are taking too long, try pressing ESC or Break muliple times.\nVolpi, L. (2005). MATRIX - Matrix and Linear Algebra addin for EXCEL. Piombini,\nItaly, Foxes Team. Available online at: http://digilander.libero.it/foxes/\nWalker, R. (2006) "Analytical solutions for modeling soft soil consolidation by\nvertical drains". PhD Thesis, University of Wollongong, NSW AUSTRALIA.\nSmear zone m equations:\nHansbo, S. (1981). "consolidation of fine-grained soils by prefabricated vertical\ndrains." Proc. 10th International Conference on Soil Mechanics and foundation\nengineering, Stockholm, 677-682.\nWalker, R and Indraratna, B, (2007) "Vertical drain consolidation with overlapping\nsmear zones", Geotechnique, 57(5), 463-467.\nWalker, R and Indraratna, B, (2006) "Vertical Drain Consolidation with Parabolic\nDistribution of Permeability in Smear Zone", Journal of Geotechnical and\nGeoenvironmental Engineering, 132, 937\nSPECCON Instructions                                                                            Page 2 of 19\nVERSION        Date                  Modified by     Comment\nVarious unofficial versions of SPECCON (in\nSPECCON        2005, 2006            Rohan Walker    VBA Excel and Mathematica) were pieced\ntogether towards the end of my PhD thesis.\n1st official version. 20 layers. Vertical and\nSPECCONv1_01                4/14/2008 Rohan Walker   radial drainage. Various smear zone\nconfigurations. Single ramp load.\nParameter                                       Symbol              Unit\n# of series terms                                                                                30\nTotal stress change                                 Ds            kPa                               100\nDrainage condition                                 1=one way, 2=two way                               1\nReference layer                                                                                3\nUnit weight of water                                 gw                 kN/m3                         10\nConstruction time                                    tc                  days                   146.096\nPseudo vertical time factor (/t)                 dTv=cv/H                   yr-1              1.00E+00\nPseudo horizontal time factor (/t)              dTh=2ch/re m                yr                 #NAME?\nDepth of profile                                     H                       m                      5\nTime factor multiplier                                                                              1\nLayer                                                                                1             2           3           4           5    6                   7         8            9   10   11   12              13   14          15            16                17      18           19   20\nLayer thickness                                                              m                      1             1           1           1           1\nVolume compressibility                               mv                    m2/kN                    0.1          0.1         0.1         0.1         0.1\nVertical permeability                                kv                     m/yr                     25          25          25          25          25\nHorizontal permeability                              kh         m/yr                               200          200         200            1           1\nInclude drains                                        TRUE/FALSE                                 TRUE         TRUE        TRUE        FALSE       FALSE\nDrain Pattern                                     TRIANGLE or SQUARE                               TRI          TRI         TRI          TRI         TRI\nDrain Spacing                                        Sp                      m                      1.5          1.5         1.5         1.5         1.5\nDrain radius                                         rw                      m                    0.025        0.025       0.025       0.025       0.025\nRatio of smear to drain radius                     s=rs/rw                                            5           5           5           5           5\nRatio of undisturbed horizontal\npermeability to smear zone permeability at        k=kh/k0                                             5           5           5           5           5\ndrain soil interface\nType of smear zone*                                         I,C,L,P,LX                                C           C           C           C           C\nInfluence radius                                     re                      m                    0.788        0.788       0.788       0.788       0.788\nSmear zone radius                                    rs                      m                    0.125        0.125       0.125       0.125       0.125\nRatio of influence to drain radius                n=re/rw                                          31.5         31.5        31.5        31.5        31.5\nSmear zone and geometry parameter                    m                                          #NAME?       #NAME?      #NAME?      #NAME?      #NAME?\nm/day              0.0684481    0.0684481   0.0684481   0.0684481   0.0684481\nVertical permeability                                kv\nm/s               7.922E-07    7.922E-07   7.922E-07   7.922E-07   7.922E-07\nm/day              0.5475851    0.5475851   0.5475851   0.0027379   0.0027379\nHorizontal permeability                              kh\nm/s               6.338E-06    6.338E-06   6.338E-06   3.169E-08   3.169E-08\nRatio of horizontal to vertical permeability        kh/kv                                             8           8           8         0.04        0.04\nm /yr                     25          25          25          25          25\nVertical coeficent of consolidation                  cv                    m2/day             0.0684481 0.0684481 0.0684481 0.0684481 0.0684481\nm2/s              7.922E-07 7.922E-07 7.922E-07 7.922E-07 7.922E-07\nm2/yr                    200         200         200           1           1\nHorizontal coeficent of consolidation                ch                     2\nm /day             0.5475851 0.5475851 0.5475851 0.0027379 0.0027379\nm2/s              6.338E-06 6.338E-06 6.338E-06 3.169E-08 3.169E-08\nRatio of horizontal to vertical consolidation\ncoefficient                                                                                8           8           8         0.04        0.04\n2               -1           -1\nLumped drain parameter                           h=kh/re m                 m yr                #NAME?       #NAME?      #NAME?            0           0\nkv/kvREF                                                                                1           1           1           1           1\nh/hREF                                                                                #NAME?       #NAME?      #NAME?      #NAME?      #NAME?\nmv/mvREF                                                                                1           1           1           1           1\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                           drawn                                                    client:\napproved                                                 project:                         Pacific Highway Upgrade Ballina Bypass\ndate               22-December-2008                      title:\nPage 1 of 2                                                                                original size              A3                             project no:          1234                      figure no:                 FIGURE 1a\n120                                                                                Pore Pressure (kPa)\n0        10         20          30             40        50               60           70            80           90\nAverage excess pore pressure (kPa)\n0                 0.2           0.4              0.6        0.8        1         1.2\n0.001      0.034        0.068           0.101      0.134               0.167        0.201         0.234\nLayer:                                                                                0.267      0.300        0.334           0.367      0.400               0.423        0.446         0.469\nLoad          ALL          1             2             3      4    5       6                                                     0.492      0.515        0.538           0.562      0.585               0.608        0.631         0.654\n7             8            9             10            11     12   13      14                                                    0.677      0.700        0.723           0.746      0.769               0.792        0.815         0.838\n15            16           17            18            19     20                                                                 0.862      0.885        0.908           0.931      0.954               0.977        1.000\nAverage excess pore pressure for each layer                                                                       Excess pore pressure vs depth\napproved                                                                      project:                                 Pacific Highway Upgrade Ballina Bypass\ndate           22 December 2008                                               title:\nPage 2 of 2                                                                                original size          A3                                                      project no:                       1234                 figure no:                 FIGURE 1b\n# of series terms                                                                                12\nTotal stress change                                 Ds            kPa                                 1\nReference layer                                                                                1\nConstruction time                                    tc                  days                    73.048\nDepth of profile                                     H                       m                       1\nTime factor multiplier                                                                               1\nLayer                                                                                1             2           3           4   5   6                   7       8           9   10   11   12              13   14       15           16                17      18          19   20\nLayer thickness                                                              m                    0.25          0.25        0.25        0.25\nVolume compressibility                               mv                    m2/kN                     0.1         0.1         0.1         0.1\nVertical permeability                                kv                     m/yr                      1           1           1           1\nHorizontal permeability                              kh         m/yr                                  1           1           1           1\nInclude drains                                        TRUE/FALSE                                  TRUE        TRUE        TRUE        TRUE\nDrain Pattern                                     TRIANGLE or SQUARE                                TRI         TRI         TRI         TRI\nDrain Spacing                                        Sp                      m                 0.952381     0.952381    0.952381    0.952381\nDrain radius                                         rw                      m                     0.03         0.03        0.03        0.03\nRatio of smear to drain radius                     s=rs/rw                                            5           5           5           5\npermeability to smear zone permeability at        k=kh/k0                                             5           5           5           5\nType of smear zone*                                         I,C,L,P,LX                                 I           I           I           I\nInfluence radius                                     re                      m                       0.5         0.5         0.5         0.5\nSmear zone radius                                    rs                      m                     0.15         0.15        0.15        0.15\nRatio of influence to drain radius                n=re/rw                                        16.667       16.667      16.667      16.667\nSmear zone and geometry parameter                    m                                          #NAME?       #NAME?      #NAME?      #NAME?\nm/day              0.0027379    0.0027379   0.0027379   0.0027379\nm/s               3.169E-08    3.169E-08   3.169E-08   3.169E-08\nRatio of horizontal to vertical permeability        kh/kv                                             1           1           1           1\nm /yr                      1           1           1           1\nVertical coeficent of consolidation                  cv                    m2/day             0.0027379 0.0027379 0.0027379 0.0027379\nm2/s              3.169E-08 3.169E-08 3.169E-08 3.169E-08\nm2/yr                      1           1           1           1\nm /day             0.0027379 0.0027379 0.0027379 0.0027379\ncoefficient                                                                                1           1           1           1\nLumped drain parameter                           h=kh/re m                 m yr                #NAME?       #NAME?      #NAME?      #NAME?\nkv/kvREF                                                                                1           1           1           1\nh/hREF                                                                                #NAME?       #NAME?      #NAME?      #NAME?\nmv/mvREF                                                                                1           1           1           1\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                   drawn                  RW                             client:                                          -\napproved                                              project:                                         -\ndate               06-April-2008                      title:\nSPECCON verification: Tang and Onitsuka (2001)\nPage 1 of 2                                                                                original size            A3                            project no:          -                     figure no:                FIGURE 1a\n1.2                                                                                Pore Pressure (kPa)\n0      10        20         30            40        50               60           70            80         90\n0.001       0.018       0.034          0.051      0.067               0.084        0.101         0.117\n0.134       0.150       0.167          0.183      0.200               0.231        0.262         0.292\n0    0.1       0.2       0.3       0.4         0.5        0.6       0.7           0.8   0.9           1                      time:\nLayer:                                                                                Time (yr)                                                                                0.323       0.354       0.385          0.415      0.446               0.477        0.508         0.538\n0.569       0.600       0.631          0.662      0.692               0.723        0.754         0.785\nLoad           ALL           Tang and Onitsuka (2000)                                                                    0.815       0.846       0.877          0.908      0.938               0.969        1.000\nAverage excess pore pressure for each layer                                                                                Excess pore pressure vs depth\ndrawn              RW                                                       client:                                                      -\napproved                                                                    project:                                                     -\ndate           6 April 2008                                                 title:\nPage 2 of 2                                                                                original size       A3                                                       project no:                       -                    figure no:                 FIGURE 1b\nParameter                                       Symbol           Unit\n# of series terms                                                                         35\nTotal stress change                                 Ds            kPa                      1\nDrainage condition                                 1=one way, 2=two way                    1\nReference layer                                                                            3                 H/rw                   200\nUnit weight of water                                 gw                 kN/m    3\n10                 h2/h1                    1\nyr               0                 kv2/kv1                  2\nConstruction time                                    tc                  days              0                 cv2/cv1                  1\nseconds                0                 ch2/ch1                  5\nPseudo vertical time factor (/t)                 dTv=cv/H                yr-1        1.00E-02\nPseudo horizontal time factor (/t)              dTh=2ch/re2m             yr-1        #NAME?\nDepth of profile                                     H                    m              10\nTime factor multiplier                                                                    1\nLayer                                                                                1             2                 3           4           5           6                    7            8             9          10    11   12              13   14        15            16                17      18          19   20\nLayer thickness                                                           m               1             1                 1           1           1           1                    1            1             1           1\nVolume compressibility                               mv                 m /kN             0.1         0.1                0.1         0.1         0.1         0.2              0.2             0.2            0.2         0.2\nVertical permeability                                kv                  m/yr              1            1                 1           1           1           2                    2            2             2           2\nHorizontal permeability                              kh         m/yr                       1           1                   1          1           1          10              10               10           10            10\nInclude drains                                        TRUE/FALSE                       TRUE        TRUE                TRUE       TRUE        TRUE        TRUE            TRUE             TRUE         TRUE          TRUE\nDrain Pattern                                     TRIANGLE or SQUARE                     TRI         TRI                 TRI        TRI         TRI         TRI             TRI              TRI          TRI           TRI\nDrain Spacing                                        Sp                   m          0.952381    0.952381      0.952381         0.952381    0.952381    0.952381     0.952381            0.952381     0.952381      0.952381\nDrain radius                                         rw                   m              0.05        0.05               0.05        0.05        0.05        0.05            0.05             0.05           0.05        0.05\nRatio of smear to drain radius                     s=rs/rw                                 1            1                 1           1           1           1                    1            1             1           1\npermeability to smear zone permeability at        k=kh/k0                                  1\ndrain soil interface                                                                                1                 1           1           1           1                    1            1             1           1\nType of smear zone*                                         I,C,L,P,LX                      I            I                 I           I           I           I                    I            I             I           I\nInfluence radius                                     re                   m               0.5         0.5                0.5         0.5         0.5         0.5              0.5             0.5            0.5         0.5\nSmear zone radius                                    rs                   m              0.05        0.05               0.05        0.05        0.05        0.05            0.05             0.05           0.05        0.05\nRatio of influence to drain radius                n=re/rw                                10.0        10.0               10.0        10.0        10.0        10.0            10.0             10.0           10.0        10.0\nSmear zone and geometry parameter                    m                                #NAME?      #NAME?        #NAME?           #NAME?      #NAME?      #NAME?      #NAME?               #NAME?       #NAME?        #NAME?\nm/day       0.0027379   0.0027379     0.0027379        0.0027379   0.0027379   0.0054759   0.0054759            0.0054759    0.0054759     0.0054759\nm/s        3.169E-08   3.169E-08     3.169E-08        3.169E-08   3.169E-08   6.338E-08   6.338E-08            6.338E-08    6.338E-08     6.338E-08\nm/day       0.0027379   0.0027379     0.0027379        0.0027379   0.0027379   0.0273793   0.0273793            0.0273793    0.0273793     0.0273793\nm/s        3.169E-08   3.169E-08     3.169E-08        3.169E-08   3.169E-08   3.169E-07   3.169E-07            3.169E-07    3.169E-07     3.169E-07\nRatio of horizontal to vertical permeability        kh/kv                                  1            1                 1           1           1           5                    5            5             5           5\nm2/yr              1            1                 1           1           1           1                    1            1             1           1\nVertical coeficent of consolidation                  cv                 m2/day      0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379\nm2/s       3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08\nm /yr              1            1                 1           1           1           5                    5            5             5           5\nHorizontal coeficent of consolidation                ch                 m2/day      0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0136896 0.0136896 0.0136896 0.0136896 0.0136896\nm2/s       3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 1.584E-07 1.584E-07 1.584E-07 1.584E-07 1.584E-07\ncoefficient                                                                                1            1                 1           1           1           5                    5            5             5           5\nLumped drain parameter                           h=kh/re2m              m-1yr-1      #NAME?      #NAME?         #NAME?          #NAME?      #NAME?      #NAME?        #NAME?             #NAME?       #NAME?        #NAME?\nkv/kvREF                                                                                1            1                 1           1           1           2                    2            2             2           2\nh/hREF                                                                               #NAME?      #NAME?         #NAME?          #NAME?      #NAME?      #NAME?        #NAME?             #NAME?       #NAME?        #NAME?\nmv/mvREF                                                                                1            1                 1           1           1           2                    2            2             2           2\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                               drawn                       RW                                       client:                                            -\napproved                                                             project:                                           -\ndate                    06-April-2008                                title:\nSPECCON verification: Nogami and Li (2003), CASE 1\nPage 1 of 2                                                                                original size                 A3                                      project no:          -                       figure no:                FIGURE 1a\n1.2                                                                                Pore Pressure (kPa)\n0        10         20           30            40        50                60           70             80         90\n0                    0.05               0.1                 0.15        0.2           0.25\nLayer:                                           Load           ALL           1            2    Time (yr)3          4      5      6\n7              8             9            10           11          12     13     14\n15             16            17           18           19          20                                         time:                                            0.0200          0.200      Nogami and Li (2003)\nAverage excess pore pressure for each layer                                                                             Excess pore pressure vs depth\ndrawn              RW                                                            client:                                                        -\napproved                                                                         project:                                                       -\ndate           6 April 2008                                                      title:\nPage 2 of 2                                                                                original size       A3                                                            project no:                       -                      figure no:                 FIGURE 1b\nseconds                0                 ch2/ch1                  1\nHorizontal permeability                              kh         m/yr                       1           1                   1          1           1           2               2                2            2             2\nRatio of horizontal to vertical permeability        kh/kv                                  1            1                 1           1           1           1                    1            1             1           1\nm /yr              1            1                 1           1           1           1                    1            1             1           1\nHorizontal coeficent of consolidation                ch                 m2/day      0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379\ncoefficient                                                                                1            1                 1           1           1           1                    1            1             1           1\nSPECCON verification: Nogami and Li (2003), CASE 2\n1.2                                                                                0         10         20         30                 40Pore Pressure (kPa)60\n50                             70             80           90\n0              Load      0.05 ALL           1 0.1                 0.15\n2 Time (yr) 3    4   0.2 5   6      0.25\nLa                                              Average excess pore pressure for each layer                                                       ti          Excess pore pressure vs depth\ndrawn              RW                                                      client:                                                        -\napproved                                                                   project:                                                       -\ndate           6 April 2008                                                title:\nPage 2 of 2                                                                                original size       A3                                                      project no:                       -                      figure no:                 FIGURE 1b\n# of series terms                                                                            35\nTotal stress change                                 Ds            kPa                         1\nDrainage condition                                 1=one way, 2=two way                       1\nReference layer                                                                               3                H/rw                   200\nUnit weight of water                                 gw                 kN/m       3\n10                h2/h1                    1\nyr                  0                kv2/kv1                  2\nConstruction time                                    tc                  days                 0                cv2/cv1                  1\nseconds                   0                ch2/ch1                 0.2\nPseudo vertical time factor (/t)                 dTv=cv/H                yr-1           1.00E-02\nPseudo horizontal time factor (/t)              dTh=2ch/re m             yr             #NAME?\nDepth of profile                                     H                    m                 10\nTime factor multiplier                                                                       1\nLayer                                                                                1            2                 3           4           5           6                    7            8             9          10    11   12              13   14        15            16                17      18          19   20\nLayer thickness                                                           m                  1            1                 1           1           1           1                    1            1             1           1\nVolume compressibility                               mv                 m /kN                0.1         0.1               0.1         0.1         0.1         0.2              0.2             0.2            0.2         0.2\nVertical permeability                                kv                  m/yr                 1           1                 1           1           1           2                    2            2             2           2\nHorizontal permeability                              kh         m/yr                          5           5                  5          5           5           2               2                2            2             2\nInclude drains                                        TRUE/FALSE                          TRUE        TRUE               TRUE       TRUE        TRUE        TRUE            TRUE             TRUE         TRUE          TRUE\nDrain Pattern                                     TRIANGLE or SQUARE                        TRI         TRI                TRI        TRI         TRI         TRI             TRI              TRI          TRI           TRI\nDrain Spacing                                        Sp                   m             0.952381    0.952381     0.952381         0.952381    0.952381    0.952381     0.952381            0.952381     0.952381      0.952381\nDrain radius                                         rw                   m                 0.05        0.05              0.05        0.05        0.05        0.05            0.05             0.05           0.05        0.05\nRatio of smear to drain radius                     s=rs/rw                                    1           1                 1           1           1           1                    1            1             1           1\npermeability to smear zone permeability at        k=kh/k0                                     1\ndrain soil interface                                                                                1                 1           1           1           1                    1            1             1           1\nType of smear zone*                                         I,C,L,P,LX                         I           I                 I           I           I           I                    I            I             I           I\nInfluence radius                                     re                   m                  0.5         0.5               0.5         0.5         0.5         0.5              0.5             0.5            0.5         0.5\nSmear zone radius                                    rs                   m                 0.05        0.05              0.05        0.05        0.05        0.05            0.05             0.05           0.05        0.05\nRatio of influence to drain radius                n=re/rw                                   10.0        10.0              10.0        10.0        10.0        10.0            10.0             10.0           10.0        10.0\nSmear zone and geometry parameter                    m                                   #NAME?      #NAME?       #NAME?           #NAME?      #NAME?      #NAME?      #NAME?               #NAME?       #NAME?        #NAME?\nm/day          0.0027379   0.0027379    0.0027379        0.0027379   0.0027379   0.0054759   0.0054759            0.0054759    0.0054759     0.0054759\nm/s           3.169E-08   3.169E-08    3.169E-08        3.169E-08   3.169E-08   6.338E-08   6.338E-08            6.338E-08    6.338E-08     6.338E-08\nm/day          0.0136896   0.0136896    0.0136896        0.0136896   0.0136896   0.0054759   0.0054759            0.0054759    0.0054759     0.0054759\nm/s           1.584E-07   1.584E-07    1.584E-07        1.584E-07   1.584E-07   6.338E-08   6.338E-08            6.338E-08    6.338E-08     6.338E-08\nRatio of horizontal to vertical permeability        kh/kv                                     5           5                 5           5           5           1                    1            1             1           1\nm2/yr                 1           1                 1           1           1           1                    1            1             1           1\nVertical coeficent of consolidation                  cv                 m2/day         0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379\nm2/s          3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08\nm /yr                 5           5                 5           5           5           1                    1            1             1           1\nHorizontal coeficent of consolidation                ch                 m2/day         0.0136896 0.0136896 0.0136896 0.0136896 0.0136896 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379\nm2/s          1.584E-07 1.584E-07 1.584E-07 1.584E-07 1.584E-07 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08\ncoefficient                                                                                5           5                 5           5           5           1                    1            1             1           1\nLumped drain parameter                           h=kh/re2m              m-1yr-1         #NAME?      #NAME?        #NAME?          #NAME?      #NAME?      #NAME?        #NAME?             #NAME?       #NAME?        #NAME?\nkv/kvREF                                                                                1           1                 1           1           1           2                    2            2             2           2\nh/hREF                                                                                #NAME?      #NAME?        #NAME?          #NAME?      #NAME?      #NAME?        #NAME?             #NAME?       #NAME?        #NAME?\nmv/mvREF                                                                                1           1                 1           1           1           2                    2            2             2           2\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                                 drawn                       RW                                       client:                                            -\nSPECCON verification: Nogami and Li (2003), CASE 3\nPage 1 of 2                                                                                original size                 A3                                      project no:          -                       figure no:                FIGURE 1a\n1.2                                                                                0         10         20         30                 40Pore Pressure (kPa)60\n0                            0.05                  0.1                 0.15       0.2              0.25               12\nLa                                           Load             ALL            1           2\nAverage excess pore pressure for each layer\n3      4     5   6\nti               Excess pore pressure vs depth\nPage 2 of 2                                                                                original size       A3                                                      project no:                       -                      figure no:                 FIGURE 1b\n# of series terms                                                                       40\nTotal stress change                                 Ds            kPa                    1\nDrainage condition                                 1=one way, 2=two way                  1\nReference layer                                                                          1\nUnit weight of water                                 gw                 kN/m3           10\nConstruction time                                    tc                  days            0                  ch/cv*(h/re)                1\nseconds              0                  kshsh/(re kv)               5\nPseudo vertical time factor (/t)                 dTv=cv/H                yr-1      1.55E-01\nPseudo horizontal time factor (/t)              dTh=2ch/re2m             yr-1      #NAME?\nDepth of profile                                     H                    m           2.54\nTime factor multiplier                                                                   1\nLayer                                                                                1            2                  3               4           5           6               7               8              9          10          11          12              13   14       15          16                17      18             19   20\nLayer thickness                                                           m           0.25         0.25               0.25            0.25        0.02        0.25            0.25            0.25           0.25        0.02        0.25        0.25\nVolume compressibility                               mv                 m /kN           0.1         0.1                  0.1           0.1         0.1         0.1              0.1            0.1            0.1         0.1         0.1         0.1\nVertical permeability                                kv                  m/yr            1              1                    1          1         250           1                    1           1             1         250           1           1\nHorizontal permeability                              kh         m/yr                     1           1                 1                1         250           1               1               1            1           250           1           1\nInclude drains                                        TRUE/FALSE                     TRUE        TRUE              TRUE             TRUE        TRUE        TRUE            TRUE            TRUE         TRUE          TRUE        TRUE        TRUE\nDrain Pattern                                     TRIANGLE or SQUARE                   TRI         TRI               TRI              TRI         TRI         TRI             TRI             TRI          TRI           TRI         TRI         TRI\nDrain Spacing                                        Sp                   m       1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619\nDrain radius                                         rw                   m            0.05        0.05               0.05            0.05        0.05        0.05            0.05            0.05           0.05        0.05        0.05        0.05\nRatio of smear to drain radius                     s=rs/rw                               1              1                    1          1           1           1                    1           1             1           1           1           1\npermeability to smear zone permeability at        k=kh/k0                                1              1                    1          1           1           1                    1           1             1           1           1           1\nType of smear zone*                                         I,C,L,P,LX                    I             I                    I           I           I           I                   I            I             I           I           I           I\nInfluence radius                                     re                   m             1.0         1.0                  1.0           1.0         1.0         1.0              1.0            1.0            1.0         1.0         1.0         1.0\nSmear zone radius                                    rs                   m            0.05        0.05               0.05            0.05        0.05        0.05            0.05            0.05           0.05        0.05        0.05        0.05\nRatio of influence to drain radius                n=re/rw                              20.0        20.0               20.0            20.0        20.0        20.0            20.0            20.0           20.0        20.0        20.0        20.0\nSmear zone and geometry parameter                    m                              #NAME?      #NAME?         #NAME?              #NAME?      #NAME?      #NAME?      #NAME?              #NAME?       #NAME?        #NAME?      #NAME?      #NAME?\nm/day     0.0027379   0.0027379      0.0027379           0.0027379   0.6844814   0.0027379   0.0027379           0.0027379    0.0027379     0.6844814   0.0027379   0.0027379\nm/s      3.169E-08   3.169E-08      3.169E-08           3.169E-08   7.922E-06   3.169E-08   3.169E-08           3.169E-08    3.169E-08     7.922E-06   3.169E-08   3.169E-08\nRatio of horizontal to vertical permeability        kh/kv                                1              1                    1          1           1           1                    1           1             1           1           1           1\nm2/yr            1              1                    1          1         250           1                    1           1             1         250           1           1\nVertical coeficent of consolidation                  cv                 m2/day    0.0027379 0.0027379 0.0027379 0.0027379 0.6844814 0.0027379 0.0027379 0.0027379 0.0027379 0.6844814 0.0027379 0.0027379\nm2/s     3.169E-08 3.169E-08 3.169E-08 3.169E-08 7.922E-06 3.169E-08 3.169E-08 3.169E-08 3.169E-08 7.922E-06 3.169E-08 3.169E-08\nm /yr            1              1                    1          1         250           1                    1           1             1         250           1           1\nHorizontal coeficent of consolidation                ch                 m2/day    0.0027379 0.0027379 0.0027379 0.0027379 0.6844814 0.0027379 0.0027379 0.0027379 0.0027379 0.6844814 0.0027379 0.0027379\ncoefficient                                                                              1              1                    1          1           1           1                    1           1             1           1           1           1\nLumped drain parameter                           h=kh/re2m              m-1yr-1    #NAME?      #NAME?          #NAME?             #NAME?      #NAME?      #NAME?        #NAME?            #NAME?       #NAME?        #NAME?      #NAME?      #NAME?\nkv/kvREF                                                                                1              1                    1          1         250           1                    1           1             1         250           1           1\nh/hREF                                                                             #NAME?      #NAME?          #NAME?             #NAME?      #NAME?      #NAME?        #NAME?            #NAME?       #NAME?        #NAME?      #NAME?      #NAME?\nmv/mvREF                                                                                1              1                    1          1           1           1                    1           1             1           1           1           1\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                                 drawn                      RW                                                     client:                                         -\napproved                                                                          project:                                        -\ndate                   06-April-2008                                              title:\nSPECCON verification: Nogami and Li (2003)\nPage 1 of 2                                                                                original size                A3                                                    project no:          -                    figure no:                   FIGURE 1a\n0         10         20         30                 40Pore Pressure (kPa)60\n50                          70             80           90\n0            0.05         0.1        0.15        0.2      0.25      0.3    0.35        0.4        0.45\nLoad            ALL         1            2                 3      4           5          6\n7               8           9            10                11     12          13         14\n15              16          17           18                19     20\nAverage excess pore pressure for each layer                                                                 ti               Excess pore pressure vs depth\ndrawn              RW                                                      client:                                                     -\napproved                                                                   project:                                                    -\nPage 2 of 2                                                                                original size       A3                                                      project no:                     -                     figure no:                    FIGURE 1b\n# of series terms                                                                                35\nTotal stress change                                 Ds            kPa                           100\nDrainage condition                                 1=one way, 2=two way                           1\nReference layer                                                                                1\nUnit weight of water                                 gw                    kN/m3                 10\nConstruction time                                    tc                    days                   0                H ch/re cv               100\nPseudo vertical time factor (/t)                 dTv=cv/H                   yr              1.00E-02\nPseudo horizontal time factor (/t)              dTh=2ch/re m                yr              #NAME?\nDepth of profile                                     H                       m                  10\nTime factor multiplier                                                                           1\nLayer                                                                                1            2                  3           4           5           6                    7           8             9          10    11   12              13   14       15   16                17   18          19   20\nLayer thickness                                                              m                   1            1                  1           1           1           1                    1           1             1           1\nVolume compressibility                               mv                    m2/kN                 0.1         0.1                0.1         0.1         0.1         0.1              0.1            0.1            0.1         0.1\nVertical permeability                                kv                     m/yr                  1           1                  1           1           1           1                    1           1             1           1\nHorizontal permeability                              kh         m/yr                              1           1              1               1           1            1             1                 1            1             1\nInclude drains                                        TRUE/FALSE                              TRUE        TRUE           TRUE            TRUE        TRUE        FALSE         FALSE             FALSE        FALSE         FALSE\nDrain Pattern                                     TRIANGLE or SQUARE                            TRI         TRI            TRI             TRI         TRI          TRI           TRI               TRI          TRI           TRI\nDrain Spacing                                        Sp                      m             1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619 1.9047619\nDrain radius                                         rw                      m                   0.1         0.1                0.1         0.1         0.1         0.1              0.1            0.1            0.1         0.1\nRatio of smear to drain radius                     s=rs/rw                                        5           5                  5           5           5           5                    5           5             5           5\npermeability to smear zone permeability at        k=kh/k0                                         5           5                  5           5           5           5                    5           5             5           5\nType of smear zone*                                         I,C,L,P,LX                             I           I                  I           I           I           I                   I            I             I           I\nInfluence radius                                     re                      m                   1.0         1.0                1.0         1.0         1.0         1.0              1.0            1.0            1.0         1.0\nSmear zone radius                                    rs                      m                   0.5         0.5                0.5         0.5         0.5         0.5              0.5            0.5            0.5         0.5\nRatio of influence to drain radius                n=re/rw                                       10.0        10.0              10.0         10.0        10.0        10.0            10.0            10.0           10.0        10.0\nSmear zone and geometry parameter                    m                                       #NAME?      #NAME?      #NAME?             #NAME?      #NAME?      #NAME?      #NAME?              #NAME?       #NAME?        #NAME?\nm/day           0.0027379   0.0027379   0.0027379          0.0027379   0.0027379   0.0027379   0.0027379           0.0027379    0.0027379     0.0027379\nm/s            3.169E-08   3.169E-08   3.169E-08          3.169E-08   3.169E-08   3.169E-08   3.169E-08           3.169E-08    3.169E-08     3.169E-08\nRatio of horizontal to vertical permeability        kh/kv                                         1           1                  1           1           1           1                    1           1             1           1\nm2/yr                  1           1                  1           1           1           1                    1           1             1           1\nVertical coeficent of consolidation                  cv                     2\nm /day          0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379\nm2/s           3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08 3.169E-08\nHorizontal coeficent of consolidation                ch                    m2/day          0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379 0.0027379\ncoefficient                                                                                1           1                  1           1           1           1                    1           1             1           1\n2               -1        -1\nLumped drain parameter                           h=kh/re m                 m yr             #NAME?      #NAME?          #NAME?         #NAME?      #NAME?            0                    0           0             0           0\nkv/kvREF                                                                                1           1                  1           1           1           1                    1           1             1           1\nh/hREF                                                                                #NAME?      #NAME?          #NAME?         #NAME?      #NAME?      #NAME?        #NAME?            #NAME?       #NAME?        #NAME?\nmv/mvREF                                                                                1           1                  1           1           1           1                    1           1             1           1\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                                      drawn                      RW                                       client:                                  -\napproved                                                            project:                                 -\ndate                   06-April-2008                                title:\nPage 1 of 2                                                                                original size                A3                                      project no:          -             figure no:             FIGURE 1a\n120                                                                                Pore Pressure (kPa)                                               100\n0        20       40       60          80             100\n0.01          0.1               1              10            100\nTime Factor (cht/re2)\n2           4       6            8       10        Runesson et al (1985)\n0.001         0.001       0.001               0.001\n0.001         0.002       0.002               0.003\n0.005         0.008       0.012               0.017\n0          5         10         15            20       25   30    35        40          45\n0.026         0.039       0.059               0.089\nLayer:                                                                                0.133         0.200       0.301               0.452\nLoad           ALL         1             2             3     4         5         6                                                0.679         1.021       1.535               2.307\n7              8           9             10            11    12        13        14                                               3.468         5.213       7.835               11.777\n15             16          17            18            19    20                                                                   17.703        26.611      40.000\nAverage excess pore pressure for each layer                                                                               Excess pore pressure vs depth\ndrawn              RW                                                           client:                                                                    -\napproved                                                                        project:                                                                   -\ndate           6 April 2008                                                     title:\nSPECCON verification: Runesson et al (1985)\nPage 2 of 2                                                                                original size       A3                                                           project no:                                 -                        figure no:                     FIGURE 1b\n# of series terms                                                                                20\nTotal stress change                                 Ds            kPa                                1\nDrainage condition                                 1=one way, 2=two way                              2\nReference layer                                                                                1\nUnit weight of water                                 gw                 kN/m3                       10\nConstruction time                                    tc                  days                        0\nPseudo vertical time factor (/t)                 dTv=cv/H                   yr-1               2.30E-03\nPseudo horizontal time factor (/t)              dTh=2ch/re m                yr                        0\nDepth of profile                                     H                       m                    24.38\nTime factor multiplier                                                                                1\nLayer                                                                                1          2          3          4          5          6              7               8           9           10         11         12            13             14         15            16                 17      18          19   20\nLayer thickness                                                              m                   0.7625     0.7625     0.7625     0.7625     1.5225     1.5225         1.5225          1.5225      2.2875       2.2875     2.2875     2.2875        1.5225         1.5225     1.5225        1.5225\nVolume compressibility                               mv                    m2/kN               6.41E-05 0.0000641 0.0000641 0.0000641      4.07E-05 0.0000407 0.0000407 0.0000407                2.03E-05 0.0000203 0.0000203 0.0000203 0.0000407 0.0000407 0.0000407 0.0000407\nVertical permeability                                kv                     m/yr              0.0008767 0.0008767 0.0008767 0.0008767 0.0026049 0.0026049 0.0026049 0.0026049                    0.000369     0.000369   0.000369   0.000369 0.0009272 0.0009272 0.0009272 0.0009272\nHorizontal permeability                              kh         m/yr                                0          0          0          0          0          0              0               0            0           0          0          0              0             0          0             0\nInclude drains                                        TRUE/FALSE                                FALSE      FALSE      FALSE      FALSE      FALSE      FALSE          FALSE           FALSE        FALSE       FALSE      FALSE      FALSE          FALSE         FALSE      FALSE         FALSE\nDrain Pattern                                     TRIANGLE or SQUARE\nDrain Spacing                                        Sp                      m\nDrain radius                                         rw                      m\nRatio of smear to drain radius                     s=rs/rw\npermeability to smear zone permeability at        k=kh/k0\nType of smear zone*                                         I,C,L,P,LX\nInfluence radius                                     re                      m                      0.0        0.0        0.0        0.0        0.0        0.0              0.0           0.0           0.0        0.0        0.0        0.0              0.0         0.0          0.0          0.0\nSmear zone radius                                    rs                      m                       0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nRatio of influence to drain radius                n=re/rw                                       #DIV/0!    #DIV/0!    #DIV/0!    #DIV/0!    #DIV/0!    #DIV/0!        #DIV/0!         #DIV/0!      #DIV/0!     #DIV/0!    #DIV/0!    #DIV/0!       #DIV/0!        #DIV/0!    #DIV/0!       #DIV/0!\nSmear zone and geometry parameter                    m                                            FALSE     FALSE     FALSE     FALSE     FALSE     FALSE     FALSE     FALSE    FALSE     FALSE     FALSE     FALSE     FALSE     FALSE     FALSE     FALSE\nm/day                 2.4E-06   2.4E-06   2.4E-06   2.4E-06 7.132E-06 7.132E-06 7.132E-06 7.132E-06 1.01E-06 1.01E-06 1.01E-06 1.01E-06 2.538E-06 2.538E-06 2.538E-06 2.538E-06\nm/s               2.778E-11 2.778E-11 2.778E-11 2.778E-11 8.255E-11 8.255E-11 8.255E-11 8.255E-11 1.169E-11 1.169E-11 1.169E-11 1.169E-11 2.938E-11 2.938E-11 2.938E-11 2.938E-11\nm/day                       0         0         0         0         0         0         0         0        0         0         0         0         0         0         0         0\nm/s                        0         0         0         0         0         0         0         0        0         0         0         0         0         0         0         0\nRatio of horizontal to vertical permeability        kh/kv                                            0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nm /yr               1.367708   1.367708   1.367708   1.367708 6.4001808 6.4001808 6.4001808 6.4001808 1.8175921 1.8175921 1.8175921 1.8175921 2.2780305 2.2780305 2.2780305 2.2780305\nVertical coeficent of consolidation                  cv                    m2/day             0.0037447 0.0037447 0.0037447 0.0037447 0.0175232 0.0175232 0.0175232 0.0175232 0.0049764 0.0049764 0.0049764 0.0049764 0.0062371 0.0062371 0.0062371 0.0062371\nm2/s              4.334E-08 4.334E-08 4.334E-08 4.334E-08 2.028E-07 2.028E-07 2.028E-07 2.028E-07                    5.76E-08     5.76E-08   5.76E-08   5.76E-08 7.219E-08 7.219E-08 7.219E-08 7.219E-08\nm2/yr                     0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nm /day                    0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nm2/s                     0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\ncoefficient                                                                                0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nLumped drain parameter                           h=kh/re m                 m yr                      0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nkv/kvREF                                                                                1          1          1          1    2.971223   2.971223     2.971223          2.971223 0.4208633 0.4208633 0.4208633 0.4208633           1.057554         1.057554   1.057554     1.057554\nh/hREF                                                                                0          0          0          0          0          0                    0          0            0          0          0          0                  0         0            0             0\nmv/mvREF                                                                                1          1          1          1 0.6349454 0.6349454 0.6349454 0.6349454 0.3166927 0.3166927 0.3166927 0.3166927 0.6349454 0.6349454 0.6349454 0.6349454\n*I=Ideal(no smear), C=constant permeability, L=linear perm., P=parabolic perm., LX=linear overlapping                                                             drawn                     RW                                                 client:                                                      -\napproved                                                                     project:                                                     -\ndate                  06-April-2008                                          title:\nSPECCON verification: Schiffman and Stein (1970)\nPage 1 of 2                                                                                original size               A3                                                project no:                     -                      figure no:                FIGURE 1a\n1.2                                                                                Pore Pressure (kPa)\n-10        0       10           20         30        40          50          60          70           80         90\n0                       5                  10                  15        20           25\nLoad          ALL          1             2            3         4     5    6\n7             8            9             10           11        12    13   14\n15            16           17            18           19        20                                    time:                                   2.027        8.027         19.712        Schiffman and stein (1970)\nAverage excess pore pressure for each layer                                                                      Excess pore pressure vs depth\ndrawn              RW                                                          client:                                                   -\napproved                                                                       project:                                                  -\ndate           6 April 2008                                                    title:\nPage 2 of 2                                                                                original size       A3                                                          project no:                   -                     figure no:                   FIGURE 1b\n"How to Code Vba Excel 2007 Macro Consolidation Function - Excel"\nChart Excel Vba Code\nForm Pdf 'Excel Vba '


Tababar Loo Qabtay Ururada Federation ka Iyo League ga - Cakaara News\nTababar Loo Qabtay Ururada Federation ka Iyo League ga\nJigjiga(Cakaaranews)Arbaco 22ka June 2016.Tababar ujeedadiisu tahay awood siinta dhalinyarada ee dhanka shaqo abuurka iyo horumarinta islamarkaana ay kasoo qaybgaleen ururada federation ka iyo ururada league ga oo tiradoodu dhantahay 107 xubnood kana kala yimid dhamaan gobolada iyo maamul magaalooyinka deegaanka ayaa maanta lagu soo gabagabeeyay hoolka shirarka ee xafiiska arrimaha haweenka iyo Caruurta DDSI.\nHadaba Gadh-wadeenka G/S Awood-siinta iyo kaqaybgalka dhalinyarada ee xafiiska ciyaaraha iyo dhalinyarada DDSI marwo Miski Saalax Aadan oo kawarbixisay tababarkan ayaa sheegtay in tababarkani yahay mid isku dhaf ah oo ah koruqaadida iyo horumarinta ururada federationka iyo urarada leaga ee kadhisan gobolada iyo Maamul magaalooyinka islamarkaana lasiinayo casharo muhiim u ah kora uqaadaya dhanka awoodooda aqoomeed.\nWaxayna intaa kudaratay agaasinku in ka xafiis ahaan ay urarada kala qaateen qorshayaal loogu talagalay in lafuliyo sadexda bilood ee karamtiga, iyadoo kula dardaarantay kaqaygalayaasha in ay sifiican uga soobaxaan fulinta qorshayaashaas.\nugu danbayna waxaa dhankooda ka hadlay kasooqaybgalayaashii oo sheegay in ay barteen casharo muhiim ah islamarkaana ay kamidho dhalinayaan, waxayna balan qaadeen inay kasoo baxayaan qorshayaasha ay kala qaateen xafiiska.


Sunday May 03, 2020 - 12:52:00 in Wararka by Liibaan Jeexoow\nWaxaan aad u la yaabaa warbixinta iyo xogta ay soo gudbinayaan afhayeennada dawladda laakiin aan anigu rummaysnahay in ay dalka ka joogaan hal magaalo, hal jid oo magaaladaa ka mid ah iyo weliba hal guri oo jidkaa ku yaalla, lana yiraahdo Villa Somal\nWaxa intaa weheliya in ay ku faanaan ciidammo dalal kale ka yimi iyo kuwo maxaysato ah oo aan dhufeysyo ka bixin ama gabbaad ku jira inta badan, weerarrona la kulma habeen iyo maalin, goobo cayimanna ku sugan.\nHaddaba waxaan isweydiiyaa miyaysan jirin afhayeen laga dambeeyo oo soo gudbiya ama laga qaato xogta ugu dambaysa ee ay soo gudbinayaan, marka laga eego xogaha ay siinayaan cidda dhegeysata amase warbaahinta wararkooda baahisa ama lalisa.\nIlaa dorraad waxay soo gudbiyeen laba war oo runtii iska soo horjeeda ama is duqeynaya. Xog waxaa bixiyey Maareeye oo ah madaxa warbaahinta ama warfaafinta, waxa uuna sheegay war aan daraasad ahaan la baarin ama aan sal aqooneed lahayn, waxaa saacado kadib ka daba hadlay kuxigeenka madaxa caafimaadka, oo isna beeniyey warkaas, kuna tilmaamay mid aan daraasad iyo aqoon toona ku salaysnayn balse qof uun uu iskaga dhawaaqay, waana u eg tahay sidaa uu tilmaamay kuxigeenka madaxa caafimaadku, waayo waxa aan filayaa in ay tahay hawshii wasaaraddiisa balse aysan ahayn tan uu Maareeye horjoogaha ka yahay.\nHaddaba taladu waa lama huraane waxaa u habboon qoladaan dawladda sheeganaysa in aysan diin darrada ku darsan aqoondarro la xiriirta xagga hannaanka dawladnimada (incompetence).\nItoobiya oo sheegtay in ay ciidamadeeda kala bixi doonto magaalooyin dhaca Koonfurta Soomaaliya.\nCiidamada Taliban oo qabsaday 9 magaalo, diyaarado dagaal iyo gaadiid gaashaaman [Warbixin].\nTaliban oo la wareegtay magaalo caasimad goboleed ah goodisna dirtay.\nMareykanka oo duqeymo ku goodiyay iyo Taliban oo magaalooyin hor leh qabsanaysa.\nMaleeshiyada TDF oo Magaalooyin ka qabsaday ismaamullada Cafarta iyo Amxaarada.\nCiidamada Taliban oo la wareegay magaalooyinka Qunduuz iyo Serbol.\nCiidamada Taliban oo qabsaday caasimad goboleed iyo tobanaan magaalo.


Sanatar Muuse Suudi oo ka hadlay dowlad goboleedyada iyo maqaamka Muqdisho – Kalfadhi\nMuuse Suudi Yalaxow oo kamid ah sanatarada Aqalka Sare ee laga soo doortay maamulka Hirshabeelle ayaa sheegay in maamulka Hirshabeelle uu xuriyad heli doono halka magaalada Muqdisho ay iyana maqaamkeedda heli doonto.\nHadalkan ayuu shalay ka sheegay Sanatarka munaasabad uu shalay musharaxnimadiisa kaga dhawaaqay xildhibaan Cabdiraxmaan Xuseen Odowaa oo u tartamaya madaxweynaha Galmudug.\n‘’ Maamul goboleedyada qaarna waa xur qaarna xurnimada loo diidan yahay, ‘’ Haddii Galmudug xuroobo,Hirshabeellena way xuroobi doonta Muqdishana maqaamkeeda ayay heli doontaa,’’ ayuu yiri Sanatarka.\nXiriirka ka dhaxeeyay xukuumadda Soomaaliya iyo dowlad goboleedyada ayaa hoos usii dhacayay sanadihii ugu dambeeyay iyada oo ay maamul goboleedyada dowladda ku eedeynayen fargelin.


Maxaa Sababay In Warbaahinta Dawladda Mar walbaa Lagu Mucaaridka Awoodda Leh. Qalinkii Cabdirisaq Suudi.\nMonday January 10, 2022 - 00:13:27 in Wararka by Super Admin\nWar-baahinta dawlada Somaliland shalay waxa laga caayi -jiray axmed siilaanyo oo musharax m/wayne ahaa maata-na waxa halkii siilaanyo ku jira oo marag ma doon ah c/raxmaan cirro oo aynu goob-joog u nahay war-baahinta dawladu weerarka ay ku hayso masharaxa madax-wanyne ee xisbiga waddani mr cirro\niyo barnaamajka loogu magac daray faallada warka oo aad moodo in uu soo qoro nin cadhaysan oo aan taariikh haynin wax uu dhawr-sanayaana aanay jirin ninkaana waxaan xasuusin lahaa labada maah-maahda soomaali ah ee (Lafaha gur xaragadana ha ka tagin) iyo (Dhgta haddii la gooyo daloolkaa hadha)\nDhaqaalaha ay war-baahinta dawlada Somaliland ku shaqaysaa maaha hanti xisbi leeyahay ama uu m/waynuhu leeyahay waa cashuurtii ummada Somaliland oo dhan laga ururiyay waana in loo sinaadaa Somaliland-na waxaa ayaan darro ku ah in uu dhaqan iyo caado ay u noqotay in mar walba war-baahinta dawladda lagu weeraro musharax m/wayne oo xisbi mucaarad ah oo bari noqonaya madax-waynaha Somaliland.\nIdaacada BBC-da waxa iska leh oo maal galisa dawlada ingiriiska idaacada VOA-da waxa iska leh oo maal galisa dawlada maraykanka hadana lama kala saftaan xisbiyada ka jira wadamadaas mucaarad iyo muxaafad waana sababta dhadhan-ka u yeeshay barnaamajyada ay baahiyaan oo umadda Somaliland maanta war-baahinta idaacada Radio hargeysa waxay kaga kalsoon -yihiin idaacadahaa aan soo sheegay.\nInta badan waxay-nu idaacada BBC-da ka dhagaysan jirnay iyada oo ka waramaysa mudaaharaad ama shaqo joojin ka dhacay meelo ka mid ah caalanlmka waxaan-se ku xasuusinayaa mudaharaadkii ama shaqo -joojintii ay samayeen dhamaan shaqqaale -waynihii idaacada BBC-da 07/08/1984-kii oo muddo 24-saacadood oo xidhiidh ah oo wax war ah iyo wax barnaamaj ah oo ka baxay 37-kii -af ee xilligaas ka bixi jiray idaacada BBC-da oo ay ku jirto laanta af-soomaaliga ee idaacada BBC-du aanu jirin oo wariyayaashii xilligaas ka hawl-gali -jiray laba wariye oo ka mid ahaa ay hargeysa ku sugan-yihiin waxaanay kala yihiin beenaale markhaatigii-suu fogeeyaaye\n1. Sheekh maxamuud sheekh axmed dalmar & 2. Maxamuud cabdi cali ducaale\nSababtii mudaharaadka shaqo joojin-ta ah dhalisay waxay ahayd iyada oo xilligaas ay fiintu dhex-miranaysay dawlada ingiriiska iyo madaxdii mucaaradka dawlada ingiriiska ku ahaa ee gobolka IRELAND\niyo in maamulka sare ee BBC-du uu hakad galiyay waraysi aad iyo aad u kululaa oo ay idaacada BBC-du ka qaaday hogaamiyihii mucaaradka ee gobolka IRELAND\nIyada oo shaqaale waynaha idaacada BBC-du ay maamulka sare ee idaacada BBC-da ku tuhunsanaayeen in ay laaluush ka qaateen dawlada ingiriiska laakiin waraysigii markii danbe sidiisii loo sii daayay


Nin dambiila ah oo 30 Sano qof waalan iska dhigayey si uu u badbaado - BBC News Somali\nNin dambiila ah oo 30 Sano qof waalan iska dhigayey si uu u badbaado\nImage caption Vincent Gigante\nWaxaa loogu yeedhaa 'aabbaha khiyaanada'. Wuxuu madax u ahaa koox maafiya oo aad u xooggan oo ka howlgasha New York.\nVincent Gigante, oo ahaa madaxa Maafiyada New York ka howlgasha ayaa wuxuu muddo 30 sana ah uu iska dhigayey qof waalan si uu xabsi uga badbaado.\nNinkan waxa in mudda ah ku raad joogay hay'adda dambi badhista Mareykanka ee FBI balse inta ay ku raad joogeen kuma aysan fakarin in ninka ay raadinayaan uu iska dhigi karo qof waalan si uu isku qariyo.\nGigante ninka loo maleeynayey iyo xogta booliska ay ka haysteen muuqaalkiisa oo si khaldan looga sheegay ayaa sii adkeysay in si fudud lagu soo qabto.\nImage caption Dilaaga weyne ee Kenneth Bianchi waxaa ugu dambeyn lagu riday xukun dil ah\nQofka la raadinayo oo sida loo maleeynayey ama sawirka laga haystay aan noqon mid cusub. Daraasad 879 qof laga qayb geliyey ayaa tilmaameysa 17.5% dadka fal dambiyeedyada sameeyey ee lagu raadjoogay iney noqdeen sawirkii laga haystay si aan ahayn iyaga oo qaarkood marki ugu dambeynti la qabtay halka xabsi loo diri lahaa isbitaal loo diray xaaladdooda caafimaad awgood."\nBalse dadkaasi ma wada ahayn kuwa si dhan ah u xanuunsan ama maskaxda wax uga qaba.\nJames Lindsay, nin la odhan jiray oo loo haystay dilka Emma Thomson oo 15 jir ah, ayaa wuxuu ku dooday iney ruuxaan haysay ruuxaantiisana ay ku amartay inuu dilo gabar 15 jir ah oo tima cas.\n65 sano ka dib ayay is heleen oo is guursadeen:\nBurcad hore : Tiro malahan dadka aan tooriyeeyay\nMaxkamadda waxay qorshaha ninkan fahantay marki ay heshay warqad uu saxibbadii u diray xilli uu xukunka maxkamadda Sugayey waxaana warqadda ku qorneyd farriintan: "waxaan dajistay qorshe macquul ah oo la iigu diro Isbitaal si siddeed sana kaddib la ii sii daayo."\nHaddii dilka dartii xukun la iigu rido waxaan noolasheyda inta ka dhiman ku dhameysanayaa xabsi ayuu yiri. Ugu dambeyntina Lindsay waxaa lagu helay inuu dilka geystay waxaana loo diray xabsi daa'in.\nHaddaba dadkan dambiyada gala waxay isku dayaan iney wax khaldaan "iyaga oo marar badan iska dhigayo iney yihiin dad dhimirka wax ka qaba si xukunka ay uga badbaadaan amaba looga soo gaabiyo."\nWaxaynu arkeynaa nin lagu soo eedeeyey isku day kufsi waxaa laga haya caddeeyn cod isaga oo leh "dhaqaaq oo xadgudub jinsi samee (wax kufso) iyo nin tuug ah oo laga duubay cod caddeyn u ah oo 'wax jabsanaya' haddana isku dayaya waxaasoo dhan inuu iska qariyo inuu kufsi geystay isaga oo siyaaba kala duwn adeegsanaya.\nWaxaa sida oo kale ay dhakhaatiirtu ka warramayaan iney la kulmaan dad isku abuuro waalli been ah oo dhakhaatiirta laftooda khalda.\n"Dadka waallida beenta ama iska yeelyeelka ah isku rida ee dhakhaatiirta laftooda khalda waxaa si fudud looga ogaan karaa calaamadha lagu garto qofka si dhab ah u xanuunsan su'aalo uu ka jawaabi karin markay ka jawaabaan" ayey dhakhaatiirtu leeyihiin.\nNinki walaakeey dilay ayaan 37 sano ka dib Facebook ka helay\nHaddana dhakhaatiirtu ma inkirin iney mararka qaar khubarada cilmu-nafsiga ay imtixaan ku noqdaan dadka waallida beenta ah isku abuura.\nBalse dabagal, baaritaanno iyo su'aalo dhinacyo badan looga yimaaddo oo qofka la weydiiya ayaa lagu kala saari karaa bukaanka sida dhabta ah u xanuunsan iyo kan iska yeelyeelaya.\nImage caption Andrea Yates waxay sheegtay inuu sheydaan ku kallifay iney ilmaheeda disho\nHaddaba si loo hubiyo qofka xanuunka dhimirka uu sheeganayo inuu sax yahay tillaabbooyinka la qaado oo gacan ka geysanaya waxaa ka mid ah tijaabooyin cilmu-nafsi oo kala duwan.\nTijaabooyinkaasi waxaa ka mid ah: xusuusta qofka iyo sida uu wax u kala garanaya imtixaan ku saabsan in laga qaado haddiise tijaabada si khaldan loo sameeyo waxaa dhici karta in guul darra lala kulmo.\nSu'alaha qofka tijaabada laga qaadayo la weydiiyo waxaa dhici karto inuu uga jawabo si xaaladdaba uga sii darta ama inuu qofka diido inuu baaritaankaba garab uu kuugu siiyo.\nImage caption Baaritaanka maskaxda qofka lagu sameeyana waa lagu ogaan karaa cafimaad qabka qofka\nQofka baaritaanka lagu sameeynaya qalabka ugu wanaagsan ee ay dhakhaatiirta u isticmaali karaan waxay dhakhaatiirta ku sheegeen inuu yahay mashiinta maskaxda baaraysa, wuxuuna qalabkaasi awood uu u leeyahay inuu soo saaro qofka maskaxdiisu iney caafimaad qabto iyo inkale.\nHaddaba, garsoorayaasha dacwadda kiiska Vincent Gange qaadayey waxay xabsi ku xukumeen 1997-kii.\nGigante ayaa lagu tilmaamay inuu yahay hadhka qofnimadiisi hore waxaana ugu dambeyn ninka odayga ah lagu xukumay laguna fuliyey xukunki ay maxkamadda ku ridday inkasta oo inkabadan 30 sano uu indhaha sharcigu qaban waayey oo uu ahaa qof dhimirka wax ka qabo oo ka duwan qofka la raadinaya.\nNin saacado gudahood dil kaga badbaaday\nUgu dambeyn, Vincent Gigante wuxuu geeriyooday 2005-tii isaga oo 77 jir ah. Wuxuuna noqday dambiilihi ugu dambeeyey oo isku dayay inuu in mudda ah isqariyo si uu uga badbaado xabsi dheer oo uu muteysan lahaa.\nSheekada 'aabbaha khiyaanada' oo soddomeeya sano lagu radjoogay waxay ku soo afjarantay sharciga oo mudankiisa mariyey.