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contributor authorHai Lin
contributor authorMuhannad T. Suleiman
contributor authorDerick G. Brown
contributor authorEdward Kavazanjian Jr.
date accessioned2017-05-08T22:25:41Z
date available2017-05-08T22:25:41Z
date copyrightFebruary 2016
date issued2016
identifier other44519988.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/80463
description abstractThe mechanical behavior of sands treated using microbially induced carbonate precipitation (MICP) has been investigated at the macroscale and the microscale. Triaxial and confined compression tests with embedded shear and compression wave (S-wave and P-wave) sensors were conducted on two MICP-treated sands, Ottawa
publisherAmerican Society of Civil Engineers
titleMechanical Behavior of Sands Treated by Microbially Induced Carbonate Precipitation
typeJournal Paper
journal volume142
journal issue2
journal titleJournal of Geotechnical and Geoenvironmental Engineering
identifier doi10.1061/(ASCE)GT.1943-5606.0001383
treeJournal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 002
contenttypeFulltext


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