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Influence of Confinement and Cementation Level on the Behavior of Microbial-Induced Calcite Precipitated Sands under Monotonic Drained Loading
Publisher: American Society of Civil Engineers
Abstract: Microbial-induced calcite precipitation (MICP) is a novel ground improvement method to increase strength and stiffness of sand using natural biogeochemical processes. Cementation level and confining pressure are two important ...
Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation
Publisher: American Society of Civil Engineers
Abstract: Microbial induced calcite precipitation (MICP) is a novel biomediated ground improvement method that can be used to increase the shear strength and stiffness of soil. The evolution of the shear strength and stiffness of ...
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