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    Upper-Bound Solution for Stability Number of Elliptical Tunnel in Cohesionless Soils 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 001
    Author(s): Jian Zhang; Junsheng Yang; Feng Yang; Xuemin Zhang; Xiangcou Zheng
    Publisher: American Society of Civil Engineers
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    Performance of a Deep Excavation Irregular Supporting Structure Subjected to Asymmetric Loading 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 007
    Author(s): Shouhua Liu; Junsheng Yang; Jinyang Fu; Xiangcou Zheng
    Publisher: American Society of Civil Engineers
    Abstract: Because of the extreme terrain limitations and heavy traffic in congested urban areas, the supporting structures for deep excavations often undergo an asymmetric loading condition at two sides. This article reports the ...
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    Stability and Failure Mechanism of the Tunnel Face in Nonhomogeneous Clay with Longitudinal Slopes: A Kinematic Limit Analysis 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 010:;page 04024212-1
    Author(s): Feng Yang; Aohan Qin; Xiangcou Zheng; Junsheng Yang; Jim Shiau
    Publisher: American Society of Civil Engineers
    Abstract: Longitudinal inclined tunnels are commonly encountered in practical projects, yet limited studies are available on determining the stability of the tunnel face with the presence of longitudinal slopes, especially in ...
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    A Unified Analytical Model for Undrained Compressibility Behavior of Foam-Conditioned Coarse-Grained Soils Based on Effective Stress Analysis 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 005:;page 04024066-1
    Author(s): Shuying Wang; Jiazheng Zhong; Tongming Qu; Zihao Zhou; Zhunlin Ni; Xiangcou Zheng
    Publisher: ASCE
    Abstract: During the tunneling process of earth pressure balance (EPB) shield machines, the undrained compressibility of foam-conditioned soils in the excavation chamber is essential for reducing the fluctuation of chamber pressure ...
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    DSpace software copyright © 2002-2015  DuraSpace
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