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Study on shear characteristics and microscopic mechanisms of rock joint reinforced by MICP

The microbial induced calcium carbonate precipitation (MICP) technology addresses the shortcomings of traditional reinforcement methods, such as poor fluidity, high energy consumption, and environmental pollution, and is gradually being applied to reinforce rock joint. The rock joint is grouted usin...

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Autore principale: HUANG Man 1, 2, 3, MI Shenyue 1, 3, LIU Dan 1, 2, 3, PAN Yixin 1, 3, ZHANG Xiaodong 4, WU Yuewei 1, 3
Natura: Artigo
Lingua:Inglês
Pubblicazione: Editorial Office of Chinese Journal of Geotechnical Engineering 2026-03-01
Serie:Yantu gongcheng xuebao
Soggetti:
microbially induced carbonate precipitation (micp)
rock joint
shear strength
calcium carbonate
microscopic mechanism
Accesso online:https://www.cgejournal.com/en/article/doi/10.11779/CJGE20241224
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