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contributor authorJ. H. Lee
contributor authorR. Salgado
contributor authorA. Bernal
contributor authorC. W. Lovell
date accessioned2017-05-08T22:05:20Z
date available2017-05-08T22:05:20Z
date copyrightFebruary 1999
date issued1999
identifier other21310388.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/70998
description abstractThe growing interest in utilizing waste materials in civil engineering applications has opened the possibility of constructing reinforced soil structures with unconventional backfills. Scrap tires are a high-profile waste material for which several uses have been studied, including the use of shredded tires as backfill. A triaxial testing program was conducted to investigate the stress-strain relationship and strength of tire chips and a mixture of sand and tire chips. The test results and additional information from the literature were used in the numerical modeling of wall backfills, both unreinforced and reinforced with geosynthetics. The numerical modeling results suggest tire shreds, particularly when mixed with sand, may be effectively used as backfill.
publisherAmerican Society of Civil Engineers
titleShredded Tires and Rubber-Sand as Lightweight Backfill
typeJournal Paper
journal volume125
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)1090-0241(1999)125:2(132)
treeJournal of Geotechnical and Geoenvironmental Engineering:;1999:;Volume ( 125 ):;issue: 002
contenttypeFulltext


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