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    Development of a Generalized Slip Surface Generation Model and Stress Calculation Method for Limit-Equilibrium Analysis of Slopes

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 006::page 04025107-1
    Author:
    Dongping Deng
    ,
    Yihang Peng
    ,
    Mengqi Liu
    ,
    Yuanyuan Li
    DOI: 10.1061/IJGNAI.GMENG-10479
    Publisher: American Society of Civil Engineers
    Abstract: This study introduces a generalized slip surface (GSS) based on the Mohr–Coulomb strength criterion, which encompasses various types of slip surfaces. It also presents a novel approach for multisegment GSSs in layered slopes. To improve stability calculations, a stress calculation mode on the slip surface was integrated within the limit-equilibrium (LE) theoretical framework. This involved creating a rational function for the normal stress on the slip surface, derived using Taylor series expansion and the composition of the normal stress. The study also incorporated stress constraint conditions at both ends of the slip surface to consider the tension- and compression-shear failure characteristics of the slope. A formula for conducting LE analysis of slope stability was derived, ensuring all mechanical equilibrium conditions for the sliding body. By comparing and analyzing several slope examples, the feasibility of the present method was successfully demonstrated. Additionally, stability charts and a recognition diagram for failure mode in a homogeneous slope were generated to provide valuable insights. Furthermore, the engineering applicability of the single circular slip surface model in the LE analysis of stability for a horizontally layered slope was comprehensively evaluated based on the developed GSS.
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      Development of a Generalized Slip Surface Generation Model and Stress Calculation Method for Limit-Equilibrium Analysis of Slopes

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4307558
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    contributor authorDongping Deng
    contributor authorYihang Peng
    contributor authorMengqi Liu
    contributor authorYuanyuan Li
    date accessioned2025-08-17T22:51:30Z
    date available2025-08-17T22:51:30Z
    date copyright6/1/2025 12:00:00 AM
    date issued2025
    identifier otherIJGNAI.GMENG-10479.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307558
    description abstractThis study introduces a generalized slip surface (GSS) based on the Mohr–Coulomb strength criterion, which encompasses various types of slip surfaces. It also presents a novel approach for multisegment GSSs in layered slopes. To improve stability calculations, a stress calculation mode on the slip surface was integrated within the limit-equilibrium (LE) theoretical framework. This involved creating a rational function for the normal stress on the slip surface, derived using Taylor series expansion and the composition of the normal stress. The study also incorporated stress constraint conditions at both ends of the slip surface to consider the tension- and compression-shear failure characteristics of the slope. A formula for conducting LE analysis of slope stability was derived, ensuring all mechanical equilibrium conditions for the sliding body. By comparing and analyzing several slope examples, the feasibility of the present method was successfully demonstrated. Additionally, stability charts and a recognition diagram for failure mode in a homogeneous slope were generated to provide valuable insights. Furthermore, the engineering applicability of the single circular slip surface model in the LE analysis of stability for a horizontally layered slope was comprehensively evaluated based on the developed GSS.
    publisherAmerican Society of Civil Engineers
    titleDevelopment of a Generalized Slip Surface Generation Model and Stress Calculation Method for Limit-Equilibrium Analysis of Slopes
    typeJournal Article
    journal volume25
    journal issue6
    journal titleInternational Journal of Geomechanics
    identifier doi10.1061/IJGNAI.GMENG-10479
    journal fristpage04025107-1
    journal lastpage04025107-26
    page26
    treeInternational Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 006
    contenttypeFulltext
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