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contributor authorZhu, Rui
contributor authorXing, Wei
contributor authorGuo, Wanli
contributor authorZhou, Feng
contributor authorLiu, Gang
contributor authorFeng, Yuquan
date accessioned2026-08-20T11:22:17Z
date available2026-08-20T11:22:17Z
date copyright2025/06/27
date issued2025
identifier otherJMCEE7.MTENG-19420.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312104
description abstractAbstractFreeze–thaw deterioration of foundation soil is the main cause of canal slope damages in seasonally frozen areas. Soil treatment is an important means to ensure the safe operation of canals. Using microbially induced calcium carbonate ...
publisherAmerican Society of Civil Engineers
titlePerformance and Mechanism of MICP-Treated Silty Soil Subjected to Freeze–Thaw Cycles
typeJournal Article
journal volume37
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-19420
journal fristpage04025298-1
journal lastpage04025298-14
page14
treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
contenttypeFulltext


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