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dc.contributor.authorDhorey, Abhay Rajesh
dc.contributor.authorNikose, Shreyash
dc.contributor.authorPatel, Anjan
dc.date.accessioned2026-08-20T11:28:35Z
dc.date.available2026-08-20T11:28:35Z
dc.date.copyright2025/11/22
dc.date.issued2026
dc.identifier.otherJMCEE7.MTENG-20252.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312253
dc.description.abstractAbstractThe present study focuses on enhancing the unconfined compressive strength (UCS) of an expansive soil with the help of microbially induced calcite precipitation (MICP). Here, Methylobacterium radiotolerans (MRT) was isolated, and used for the ...Practical ApplicationsThe practical applications of using microbially induced calcite precipitation (MICP) with Methylobacterium radiotolerans to enhance the unconfined compressive strength of fine-grained soils are multifaceted and significant in ...Combinations of calcium chloride, urea, and the bacterial solution Methylobacterium radiotolerans (M R T) (indigenously isolated from B C S) are used to enhance the unconfined compressive strength (U C S) of black cotton soil. Samples undergo ...
dc.publisherAmerican Society of Civil Engineers
dc.titleGeotechnical Application of Methylobacterium radiotolerans in Expansive Soil: Bacterial Isolation and Optimization Using Response Surface Method
dc.typeJournal Article
dc.journal.volume38
dc.journal.issue2
dc.journal.titleJournal of Materials in Civil Engineering
dc.identifier.doi10.1061/JMCEE7.MTENG-20252
dc.journal.fristpage04025552-1
dc.journal.lastpage04025552-16
dc.page16
dc.treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 002
dc.contenttypeFulltext


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