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Rapid Repair of Cracks on the Embankment Slopes Using Bio-Cement
This research explored the feasibility of using Microbially Induced Carbonate Precipitation (MICP) to improve fine-grained soil mechanical properties, seal the soil cracks, and assess the improvement of MICP on slope stability. The conducted research tasks include (1) direct shear tests to investigate the mechanical behavior and biogeochemical reactions of low-plasticity silt treated by MICP, (2) cyclic wetting-drying tests to assess the feasibility of using MICP to seal and waterproof the soildoi:10.5281/zenodo.6469130 fatcat:lkekm74dbrdfznuxfdbpwh6izi