Performance of Microbially Induced Carbonate Precipitation for Reinforcing Cohesive Soil in the Reservoir Area

Cohesive soil in the reservoir area is vulnerable to natural disasters because of its poor erosion resistance and low strength. Therefore, it needs to be reinforced. Microbially induced calcium carbonate precipitation (MICP) is a sustaibable soil reinforcement technique with low energy consumption a...

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Bibliographic Details
Main Authors: Xinfa Li, Dingxiang Zhuang, Ru Hu
Format: Article
Language:English
Published: MDPI AG 2025-06-01
Series:Crystals
Subjects:
Online Access:https://www.mdpi.com/2073-4352/15/6/540
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