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    Experimental and Numerical Study on Grouting Reinforcement of a Broken Rock Mass 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024357-1
    Author(s): Shiqi Liu; Zhichao Cheng; Huanling Wang; Junrui Bao
    Publisher: American Society of Civil Engineers
    Abstract: Grouting technology can be selected to strengthen broken rock mass in order to improve its antiseepage and bearing capacity. Based on the working principle of infiltration grouting and grouting pipe technology, experimental ...
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    Mechanical Behavior of Rock-Like Specimens with Hidden Smooth Joints under Triaxial Compression 

    Source: Journal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 007
    Author(s): Zhipeng Xiang; Huanling Wang; Weiya Xu; Liangquan Li; Ming Cai
    Publisher: American Society of Civil Engineers
    Abstract: The mechanical behavior of rock mass is strongly influenced by internal joints. To investigate the effect of hidden joints on the strength and deformation behavior of rock mass, a series of triaxial compression tests was ...
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    Experimental and Numerical Study on Grouting Reinforcement of a Broken Rock Mass 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024357-1
    Author(s): Shiqi Liu; Zhichao Cheng; Huanling Wang; Junrui Bao
    Publisher: American Society of Civil Engineers
    Abstract: Grouting technology can be selected to strengthen broken rock mass in order to improve its antiseepage and bearing capacity. Based on the working principle of infiltration grouting and grouting pipe technology, experimental ...
    Request PDF
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