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    Influence of Confinement and Cementation Level on the Behavior of Microbial-Induced Calcite Precipitated Sands under Monotonic Drained Loading 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 001
    Author(s): K. Feng; B. M. Montoya
    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 ...
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    Stress-Strain Behavior of Sands Cemented by Microbially Induced Calcite Precipitation 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 006
    Author(s): B. M. Montoya; J. T. DeJong
    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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