Show simple item record

contributor authorQian Zhao
contributor authorLin Li
contributor authorChi Li
contributor authorMingdong Li
contributor authorFarshad Amini
contributor authorHuanzhen Zhang
date accessioned2017-05-08T22:09:04Z
date available2017-05-08T22:09:04Z
date copyrightDecember 2014
date issued2014
identifier other34343127.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72375
description abstractMicrobial induced calcite precipitation (MICP) is one of the potential methods for improvement of engineering properties of soil. A laboratory study was conducted to investigate the influence of various factors on engineering properties of MICP-treated soil catalyzed by bacteria and ureases. Some of these factors include bacteria concentration, urease concentration, cementation media concentration, reaction time, type of sand, and curing conditions. The experiments of MICP catalyzed by
publisherAmerican Society of Civil Engineers
titleFactors Affecting Improvement of Engineering Properties of MICP-Treated Soil Catalyzed by Bacteria and Urease
typeJournal Paper
journal volume26
journal issue12
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001013
treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record