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dc.contributor.authorZhu, Rui
dc.contributor.authorXing, Wei
dc.contributor.authorGuo, Wanli
dc.contributor.authorZhou, Feng
dc.contributor.authorLiu, Gang
dc.contributor.authorFeng, Yuquan
dc.date.accessioned2026-08-20T11:22:17Z
dc.date.available2026-08-20T11:22:17Z
dc.date.copyright2025/06/27
dc.date.issued2025
dc.identifier.otherJMCEE7.MTENG-19420.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312104
dc.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 ...
dc.publisherAmerican Society of Civil Engineers
dc.titlePerformance and Mechanism of MICP-Treated Silty Soil Subjected to Freeze–Thaw Cycles
dc.typeJournal Article
dc.journal.volume37
dc.journal.issue9
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-19420
dc.journal.fristpage04025298-1
dc.journal.lastpage04025298-14
dc.page14
dc.treeJournal of Materials in Civil Engineering:;2025:;Volume ( 037 ):;issue: 009
dc.contenttypeFulltext


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