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    Optimization of the Critical Slip Surface of Three-Dimensional Slope by Using an Improved Genetic Algorithm 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 008
    Author(s): X. P. Zhou; X. C. Huang; X. F. Zhao
    Publisher: ASCE
    Abstract: An improved genetic algorithm is proposed to optimize the potential sliding surface of slopes. Compared with a conventional genetic algorithm, the genetic recombination between the previous generation and the newly generated ...
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    Two-Dimensional Stability Assessment of Rock Slopes Based on Random Field 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): X. C. Huang; X. P. Zhou; W. Ma; Y. W. Niu; Y. T. Wang
    Publisher: American Society of Civil Engineers
    Abstract: Geotechnical engineering is dominated mostly by uncertainties, because it always deals with highly variable natural materials. Reliability-analysis approaches emerge as a more reasonable and rigorous way of handling ...
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    Probabilistic Analysis of Step-Shaped Slopes Using Random Field Models 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 001
    Author(s): X. P. Zhou; Y. X. Xie; X. C. Huang; B. Z. Zhu
    Publisher: ASCE
    Abstract: Step-shaped slopes are often found in mines. The reliability of step-shaped slopes was investigated based on random field models. The factor of safety of slopes was derived by the horizontal and vertical integration methods. ...
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    Antislip Stability Analysis of Gravity Retaining Wall by Probabilistic Approach 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): X. P. Zhou; Y. X. Xie; X. C. Huang; H. He
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the antislip stability assessment of a gravity retaining wall is analyzed by considering the spatial variability of soils based on the theory of random fields. The effects of spatial correlation lengths of ...
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    Antislip Stability Analysis of Gravity Retaining Wall by Probabilistic Approach 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): X. P. Zhou;Y. X. Xie;X. C. Huang;H. He
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the antislip stability assessment of a gravity retaining wall is analyzed by considering the spatial variability of soils based on the theory of random fields. The effects of spatial correlation lengths of ...
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