Show simple item record

contributor authorDhorey, Abhay Rajesh
contributor authorNikose, Shreyash
contributor authorPatel, Anjan
date accessioned2026-08-20T11:28:35Z
date available2026-08-20T11:28:35Z
date copyright2025/11/22
date issued2026
identifier otherJMCEE7.MTENG-20252.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4312253
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 ...
publisherAmerican Society of Civil Engineers
titleGeotechnical Application of Methylobacterium radiotolerans in Expansive Soil: Bacterial Isolation and Optimization Using Response Surface Method
typeJournal Article
journal volume38
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-20252
journal fristpage04025552-1
journal lastpage04025552-16
page16
treeJournal of Materials in Civil Engineering:;2026:;Volume ( 038 ):;issue: 002
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record