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    Interface Shear Behavior between MICP-Treated Calcareous Sand and Steel 

    Source: Journal of Materials in Civil Engineering:;2021:;Volume ( 033 ):;issue: 002:;page 04020455
    Author(s): Yujie Li; Zhen Guo; Lizhong Wang; Zhe Ye; Chaofeng Shen; Wenjie Zhou
    Publisher: ASCE
    Abstract: Microbial-induced carbonate precipitation (MICP) is an innovative ground improvement technique that utilizes bacteria to induce calcium carbonate precipitation to cement soil particles. In this paper, the interface strength ...
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