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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| Hlavní autor: | |
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| Médium: | Artigo |
| Jazyk: | Inglês |
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Editorial Office of Chinese Journal of Geotechnical Engineering
2026-03-01
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| Edice: | Yantu gongcheng xuebao |
| Témata: | |
| On-line přístup: | https://www.cgejournal.com/en/article/doi/10.11779/CJGE20241224 |
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