fig1 illustrates , in schematic form , an exemplary bed 10 of the present invention . bed 10 , and any other bed mentioned herein , may extend above - grade , below - grade , or both above - and below - grade as desired . shown in fig1 is grade or surface s , with at least part of bed 10 extending above the surface s . if bed 10 is designed ( at least principally ) for effecting arrests of fixed - wing aircraft , surface s advantageously may be a runway or taxiway . bed 10 may contain at least deformable material 14 , roof or cover 18 , and anchors 22 . material 14 may be or comprise aggregate in the form of foam glass particles as per the narmo application . alternatively or additionally , material 14 may be or comprise other permanently or temporarily deformable material . material 14 beneficially does not sustain fire , consistent with guidelines of the u . s . federal aviation administration . absent cover 18 , at least some material 14 forming bed 10 may be exposed to jet blast , wind , or other conditions that may cause scattering of the material 14 . accordingly , cover 18 may serve to confine material 14 existing at or above grade . cover 18 beneficially is deformable when subjected to weight of a to - be - arrested vehicle ; a presently - preferred — but not exclusive — form of cover 18 may be a geotextile such as a plastic net whose mesh is smaller than the majority of any loose particles forming material 14 . one or more anchors 22 may serve to secure cover 18 in position relative to material 14 . anchors 22 may attach or adhere to cover 18 and extend generally vertically through bed 10 to the ground or other foundation supporting bed 10 , mooring the cover 18 to the foundation . as depicted in fig1 a - c , possible anchors 22 may comprise lengths of plastic pipe 26 and optional quick - release or breakaway connectors 30 and discs 34 . pipe 26 preferably deforms when subjected to weight of a to - be - arrested vehicle so as not to impede an arrest , while discs 34 , if present , may help stabilize anchors 22 from moving inside the aggregate due to vibrations or other forces . illustrated in fig2 is an alternate bed 100 of the present invention . like bed 10 , bed 100 may include material 14 and cover 18 . it likewise may include anchors 22 if desired . unlike bed 10 , however , bed 100 may include bags 38 , boxes , or other containers of material 14 rather than , or in addition to , loose aggregate . containing material 14 in this manner should reduce sliding or other undesired movement of the material 14 . moreover , if bags 38 extend from the foundation of bed 100 to cover 18 , as shown in fig2 , they may be adhered or attached to the foundation and cover 18 as additional or alternative anchors . although fig2 illustrates each bag 38 as extending the height of bed 100 , multiple shorter bags 38 may be connected together to extend over that height instead . fig3 details a mock - up of an exemplary support structure 42 for material 14 . structure may include base 46 and upstanding walls 50 , the latter of which intersect to form cubicles 54 . loose aggregate of material 14 may be placed within the cubicles 54 to reduce further opportunity for the material 14 to move undesirably within a bed . additionally , walls 50 may include flanges 58 to facilitate attachment to cover 18 . fig4 illustrates a similar structure 42 ′ in which material 14 is contained both within a bag 38 and a cubicle 54 , the combination of which yet further reducing undesired movement of the material 14 within a bed . material 14 may comprise a mixture of , for example , aggregate and binder solidified to form an integrated brick , block , or unit 62 . alternatively , material 14 may be glued or otherwise adhered to base material 66 to form an integrated unit 62 ′ ( see fig6 ). in either circumstance , units 62 ( or 62 ′) may be stacked as part of a bed , without or without gaps between individual units 62 ( or 62 ′). fig5 shows units 62 stacked with gaps . although two rows of units 62 are illustrated , more or fewer may be included in a bed . similarly , although multiple units 62 of uniform size and shape are depicted in fig5 , size or shape ( or both ) of an individual unit 62 may differ from that or those of adjacent or nearby units 62 . units 62 also may be adhered or attached to one another at points of contact , although such adhering or attaching is not mandatory . in one version of unit 62 ′ of fig6 , material 14 preferably is foam glass , while base material 66 preferably is asphalt . of course , persons skilled in the art will recognize that other materials may be used instead . because even units 62 and 62 ′ may be further confined to maintain bed integrity , fig7 shows exemplary units 62 within cubicles 54 of support structure 42 ′. units 62 or 62 ′ may be coated on any or all of top , side , or bottom surfaces to improve various characteristics ( see fig8 a - b ). in particular , waterproofing coatings may be beneficially added to units 62 or 62 ′. such coatings could be ceramics , plastics , or otherwise as appropriate . alternatively , wafers of such materials may be adhered or attached to the units . indeed , foam glass itself ( albeit preferably of higher density ) could be used as a ceramic coating or wafer . fig9 depicts yet another bed 200 lacking any cover 18 . rather , bed 200 may be formed by spreading asphalt across surface s and adhering material 14 or containers thereof such as bags 38 to the asphalt . although cover 18 is not required in connection with bed 200 , it nonetheless may be present if desired . fig1 a - b schematically depict bed 300 . in addition to material 14 , bed 300 may include elements or components for its heating . these elements or components may be especially beneficial when bed 300 is installed in cold climes , as extreme temperatures conceivably could impact performance characteristics of the bed 300 . any type of heating may be utilized with bed 300 . fig1 a - b , however , illustrate one exemplary technique for non - electrical heating of the bed 300 . consistent with this technique , one or more pipes 70 with vents could be installed in a foundation and communicate with a source 74 of forced hot air . as the forced hot air moves through the pipes , it heats bed 300 from the foundation upward ( as the hot air exiting the vents rises ). accumulated snow and ice melted by the hot air may then travel downward and exit the area of bed 300 by suitable sloping of the surrounding terrain . if material 14 is not sealed , the hot air may exit bed 300 via fissures or gaps in the material 14 . by contrast , if material 14 is sealed , an exit might need to be created for the hot air . rather than bagging , boxing , or otherwise containing material 14 in advance of forming a bed , material 14 may be cast in place in some instances . fig1 a - b and 12 - 13 schematically illustrate some casting - in - place methods , with slurries of material 14 being dumped or sprayed into a bed , for example . in any of these methods , material 14 may be fixed into a monolithic structure , or formed into multiple layers , or formed into multiple blocks , or otherwise formed , with or without fibers , fabric , or other materials or substances interspersed therein . the foregoing is provided for purposes of illustrating , explaining , and describing embodiments of the present invention . further modifications and adaptations to these embodiments will be apparent to those skilled in the art and may be made without departing from the scope or spirit of the invention . indeed , multiple revisions may be made to embodiments identified in this application consistent with the concepts of stabilizing materials used as part of vehicle - arresting systems . any terms of direction and relative positioning ( e . g . upper , lower , upward , etc .) are used to identify nominal or preferred , rather than absolute , relationships of components and may be modified as appropriate . finally , the contents of the allen patent and the narmo application are incorporated herein in their entireties by this reference .