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    Evaluation of the Anti-Erosion Characteristics of an MICP Coating on the Surface of Tabia 

    Source: Journal of Materials in Civil Engineering:;2020:;Volume ( 032 ):;issue: 010
    Author(s): Shiyu Liu; Xinyu Gao
    Publisher: ASCE
    Abstract: Most tabia sites exhibit accelerated decay rates caused by weathering. Weathering damage generally proceeds from the surface to the interior; thus, protecting the surface of tabia sites is an effective method to resist ...
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    Cementation of Shale Soils by MICP Technology and Its Damage Characteristics Due to Freeze–Thaw Weathering Processes 

    Source: Journal of Cold Regions Engineering:;2020:;Volume ( 034 ):;issue: 004
    Author(s): Guixiao Jin; Kai Xu; Chaoshui Xu; Ming Huang; Riyadh Ghaleb Abdulwahab Qasem; Shen Guo; Shiyu Liu
    Publisher: ASCE
    Abstract: This paper describes an application for microbial induced calcite precipitation (MICP) on the cementation of shale soils for ground reinforcement in cold regions. The micro and macrostructures of the cemented body were ...
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    Physicochemical Characterization of the Render Layer of a Rammed Earth Wall in Fuyulou, China 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006:;page 04023125-1
    Author(s): Shiyu Liu; Runkai Wang; Jin Yu; Yanyan Cai; Xingqian Peng
    Publisher: American Society of Civil Engineers
    Abstract: The render layer plays an essential role in the longevity of rammed earth constructions. A physicochemical analysis of the renders of the historical buildings of Fujian Tulou, a World Heritage site in Fujian, China, is ...
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    Time-Dependent Deformation Mechanism for Swelling Soft-Rock Tunnels in Coal Mines and Its Mathematical Deduction 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 003
    Author(s): Jin Yu; Gengyun Liu; Yanyan Cai; Jianfeng Zhou; Shiyu Liu; Bingxiong Tu
    Publisher: ASCE
    Abstract: The floor heave and the inward movement of sidewalls are often encountered in the excavation of tunnels with swelling rock properties. However, the deformation mechanism for swelling soft-rock tunnels cannot be reasonably ...
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