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    Adhesion between Modified Binders and Aggregate Minerals at Ambient Conditions Measured with Particle-Probe Scanning Force Microscopes 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 008
    Author(s): Yujie Li; Jie Yang; Ting Tan
    Publisher: American Society of Civil Engineers
    Abstract: Accurate determination of adhesion between asphalt binders and aggregates is essential to pavement performance. In this study, particle-probe scanning force microscopes were used to measure the adhesion between mineral ...
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    Numerical Study of MICP Infiltration and Mineralization in Unsaturated Soils: CaCO<sub>3</sub> Distribution and Critical Depth 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011:;page 04024258-1
    Author(s): Yujie Li; Zhen Guo; Lizhong Wang; Yongqiang Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Rainfall, evaporation, tides and waves make the soil at coastlines show dynamic unsaturated characteristics. In order to cope with landslides, collapses, and coastline receding, microbially induced calcium carbonate ...
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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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