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Predicting the Tensile and Unconfined Compressive Strength of MICP-Treated Sands

dc.contributor.authorCastro, Gloria M.
dc.contributor.authorAnderson, Mary
dc.contributor.authorMinto, James
dc.contributor.authorZhang, Qi
dc.contributor.authorEl Mountassir, Grainne
dc.contributor.authorLunn, Rebecca J.
dc.date.accessioned2026-08-20T10:56:36Z
dc.date.available2026-08-20T10:56:36Z
dc.date.copyright2025/12/23
dc.date.issued2026
dc.identifier.otherJGGEFK.GTENG-13774.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4311475
dc.description.abstractAbstractMicrobially induced carbonate precipitation (MICP) has been studied over the last 20 years as a promising biomediated alternative to enhance soil mechanical performance. Multiple studies have investigated different MICP treatment techniques and ...
dc.publisherAmerican Society of Civil Engineers
dc.titlePredicting the Tensile and Unconfined Compressive Strength of MICP-Treated Sands
dc.typeJournal Article
dc.journal.volume152
dc.journal.issue3
dc.journal.titleJournal of Geotechnical and Geoenvironmental Engineering
dc.identifier.doi10.1061/JGGEFK.GTENG-13774
dc.journal.fristpage04025199-1
dc.journal.lastpage04025199-14
dc.page14
dc.treeJournal of Geotechnical and Geoenvironmental Engineering:;2026:;Volume ( 152 ):;issue: 003
dc.contenttypeFulltext


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