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    Analysis of Stability of Concealed Cataclinal Slopes with Talus Deposits Accumulated at Their Toes with Respect to Biplanar Failure 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021219-1
    Author(s): Chaoyi Sun; Congxin Chen; Yun Zheng; Yucong Pan; Yapeng Zhang
    Publisher: ASCE
    Abstract: Talus deposits naturally form to a certain height in the toes of slopes because of the accumulation of collapsed material and small landslides. However, the stability of concealed cataclinal slopes with talus deposits ...
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    Laboratory Study on Diffusion and Migration of Grout in Rock Mass Fracture Network 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 001:;page 04020242
    Author(s): Bin Liu; Haomin Sang; Quansheng Liu; He Liu; Yucong Pan; Yongshui Kang
    Publisher: ASCE
    Abstract: The flow process of grout in a rock mass fracture network is an important part to judge the effect of grouting in engineering. Till date, little research has been done on the diffusion and migration pattern of grout in a ...
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    New Algorithm for Simulating Grout Diffusion and Migration in Fractured Rock Masses 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 003
    Author(s): Bin Liu; Haomin Sang; Quansheng Liu; Yongshui Kang; Yucong Pan; Chaobo Lu; Chuanqing Zhang
    Publisher: ASCE
    Abstract: It is of crucial importance to develop an efficient numerical method to investigate the mechanism of grout diffusion and migration in fractured rock masses. However, most existing models only concentrate on the grout flow ...
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    Catastrophe Instability Mechanism of the Pillar-Roof System in Gypsum Mines Due to the Influence of Relative Humidity 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 004
    Author(s): Kaizong Xia; Congxin Chen; Yichao Zhou; Xiumin Liu; Yun Zheng; Yucong Pan
    Publisher: American Society of Civil Engineers
    Abstract: In this study, a simplified mechanical model is proposed based on the failure characteristics of a gypsum pillar–roof system obtained through in situ investigation. Then, a cusp catastrophe model for the gypsum pillar–roof ...
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