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contributor authorMingdong Li
contributor authorLin Li
contributor authorUbani Ogbonnaya
contributor authorKejun Wen
contributor authorAnguo Tian
contributor authorFarshad Amini
date accessioned2017-05-08T22:28:51Z
date available2017-05-08T22:28:51Z
date copyrightApril 2016
date issued2016
identifier other46303673.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/81300
description abstractMicrobial-induced calcite precipitation (MICP) is one of the environmentally friendly ways to improve engineering properties of sandy soil. A laboratory study was conducted to investigate the effect of randomly distributed discrete fiber on the mechanical properties of MICP-treated soil and to discover the corresponding mechanisms. Specimens were prepared at four different fiber ratios (0.1, 0.2, 0.3, and 0.4% by weight of sand). MICP were catalyzed by
publisherAmerican Society of Civil Engineers
titleInfluence of Fiber Addition on Mechanical Properties of MICP-Treated Sand
typeJournal Paper
journal volume28
journal issue4
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001442
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 004
contenttypeFulltext


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