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    Evolution of Limiting Slope Face in Rock Mass Using the Stress Characteristics Method 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 006:;page 04024101-1
    Author(s): Shibsankar Nandi; Priyanka Ghosh
    Publisher: ASCE
    Abstract: The limiting stability of finite rock slopes is assessed in this paper by implementing the stress characteristics method (SCM) alongside the generalized Hoek‒Brown (GHB) yield criterion. By employing the SCM, a set of ...
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    Curvilinear Slope Profile–Based Seismic Stability for Rock Slopes Using Stress Characteristics Method and Generalized Hoek–Brown Criterion 

    Source: Journal of Engineering Mechanics:;2024:;Volume ( 150 ):;issue: 008:;page 04024049-1
    Author(s): Shibsankar Nandi; Priyanka Ghosh
    Publisher: American Society of Civil Engineers
    Abstract: This paper introduces a novel approach to analyze the seismic stability of rock slopes using the stress characteristics method (SCM). Based on a prescribed factor of safety (FS), the slope profile (SP) is forthrightly ...
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    Determination of Critical Slope Face in <i>c</i>&#x2013;<i>&#x3d5;</i> Soil under Seismic Condition Using Method of Stress Characteristics 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021031-1
    Author(s): Shibsankar Nandi; G. Santhoshkumar; Priyanka Ghosh
    Publisher: ASCE
    Abstract: This study proposes a plasticity-based approach to ensure the static and seismic stability of a finite soil slope supporting a uniformly distributed surcharge on the horizontal top surface. Most of the available investigations ...
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