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contributor authorArvind Kumar
contributor authorBaljit Singh Walia
contributor authorAsheet Bajaj
date accessioned2017-05-08T21:18:18Z
date available2017-05-08T21:18:18Z
date copyrightMarch 2007
date issued2007
identifier other%28asce%290899-1561%282007%2919%3A3%28242%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/46288
description abstractAn experimental program was undertaken to study the effects of polyester fiber inclusions and lime stabilization on the geotechnical characteristics of fly ash-soil mixtures. An Indian fly ash was mixed with expansive soil in different proportions. The geotechnical characteristics of fly ash-soil specimens, lime-soil specimens and lime-fly ash-soil specimens mixed with different proportions of randomly oriented fibers were investigated. Lime and fly ash were added to an expansive soil at ranges of 1–10% and 1–20%, respectively. Test specimens were subjected to compaction tests, unconfined compression tests and split tensile strength tests. Specimens were cured for 7, 14, and
publisherAmerican Society of Civil Engineers
titleInfluence of Fly Ash, Lime, and Polyester Fibers on Compaction and Strength Properties of Expansive Soil
typeJournal Paper
journal volume19
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)0899-1561(2007)19:3(242)
treeJournal of Materials in Civil Engineering:;2007:;Volume ( 019 ):;issue: 003
contenttypeFulltext


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