Show simple item record

contributor authorYilin Gui
contributor authorWeng Yee Wong
contributor authorChaminda Gallage
date accessioned2022-05-07T21:10:13Z
date available2022-05-07T21:10:13Z
date issued2022-3-1
identifier other(ASCE)GM.1943-5622.0002278.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4283407
description abstractThis research paper aims to comprehensively investigate the effectiveness and sensitivity of fiber inclusion on the behavior of a clayey soil subjected to desiccation. A series of laboratory experiments including desiccation shrinkage and cracking tests were performed for both unreinforced and reinforced specimens. Polypropylene fiber was used in this study to reinforce the soil, with different fiber contents (FCs; 0.1%, 0.2%, and 0.3%) and fiber lengths (FLs; 6, 12, and 18 mm). The results showed that the desiccation cracking behavior of the soil was significantly affected by the addition of fibers. Desiccation cracking was found to be reduced effectively with increasing the FC; however, interestingly the effect of varying FL was not significant. In addition, the relevant underlying mechanism is discussed.
publisherASCE
titleEffectiveness and Sensitivity of Fiber Inclusion on Desiccation Cracking Behavior of Reinforced Clayey Soil
typeJournal Paper
journal volume22
journal issue3
journal titleInternational Journal of Geomechanics
identifier doi10.1061/(ASCE)GM.1943-5622.0002278
journal fristpage06021040
journal lastpage06021040-12
page12
treeInternational Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 003
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record