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    Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Dong-ping Deng; Liang Li
    Publisher: American Society of Civil Engineers
    Abstract: Currently, the strength parameters are reduced by a uniform coefficient for the traditional strength-reduction technique in the slope stability analysis. However, observations proved that the contributions of the strength ...
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    Limit Equilibrium Analysis of Slope Stability with Coupling Nonlinear Strength Criterion and Double-Strength Reduction Technique 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Dong-ping Deng;Liang Li
    Publisher: American Society of Civil Engineers
    Abstract: Currently, the strength parameters are reduced by a uniform coefficient for the traditional strength-reduction technique in the slope stability analysis. However, observations proved that the contributions of the strength ...
    Request PDF

    Stability Analysis of a Layered Slope with Failure Mechanism of a Composite Slip Surface 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Dong-ping Deng; Liang Li; Lian-heng Zhao
    Publisher: American Society of Civil Engineers
    Abstract: A great significance should be given to layered slope stability, because the actual slope is often heterogeneous with a composition of multilayer soils due to natural formation and artificial filling. Previous research has ...
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    Closure to “Limit-Equilibrium Method for Reinforced Slope Stability and Optimum Design of Antislide Micropile Parameters” by Deng Dong-ping, Li Liang, and Zhao Lian-heng 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 005
    Author(s): Dong-ping Deng;Liang Li;Lian-heng Zhao
    Publisher: American Society of Civil Engineers
    Request PDF

    Stability Analysis of a Layered Slope with Failure Mechanism of a Composite Slip Surface 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Dong-ping Deng;Liang Li;Lian-heng Zhao
    Publisher: American Society of Civil Engineers
    Abstract: A great significance should be given to layered slope stability, because the actual slope is often heterogeneous with a composition of multilayer soils due to natural formation and artificial filling. Previous research has ...
    Request PDF
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    DSpace software copyright © 2002-2015  DuraSpace
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