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    Effects of Cyclic Intermediate Principal Stress on the Deformation of Saturated Clay 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2018:;Volume ( 144 ):;issue: 008
    Author(s): Gu Chuan;Gu Zhiqiang;Cai Yuanqiang;Wang Jun;Dong Quanyang
    Publisher: American Society of Civil Engineers
    Abstract: One-way cyclic loading induced by traffic loads will give rise to the cyclic variation of normal stress components of all three directions, including one vertical and two horizontal ones. The cyclic horizontal normal stress ...
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    Cyclic Behavior of Kaolin Clay under Undrained Conditions: Role of Microfabric 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 007:;page 04025071-1
    Author(s): Quanyang Dong; Qi Sun; Jun Yang
    Publisher: American Society of Civil Engineers
    Abstract: The role of microfabric in the undrained cyclic behavior of kaolin clay is a topic of considerable interest but is yet to be fully understood. This paper presents new experimental data and analysis to address the topic. ...
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    Drained Instability in Loose Granular Material 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Quanyang Dong; Changjie Xu; Yuanqiang Cai; Hsein Juang; Jun Wang; Zhongxuan Yang; Chuan Gu
    Publisher: American Society of Civil Engineers
    Abstract: The constant shear drained (CSD) test is considered an appropriate test to simulate the instability behavior of soils in slopes under water infiltration conditions or lateral stress relief. However, contradiction of the ...
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    Drained Instability in Loose Granular Material 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 002
    Author(s): Quanyang; Dong; Changjie; Xu; Yuanqiang; Cai; Hsein; Juang; Jun; Wang; Zhongxuan; Yang; Chuan; Gu
    Publisher: American Society of Civil Engineers
    Abstract: The constant shear drained (CSD) test is considered an appropriate test to simulate the instability behavior of soils in slopes under water infiltration conditions or lateral stress relief. However, contradiction of the ...
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