Most existing three-dimensional (3D) slope stability analysis methods are based on simple extensions of corresponding two-dimensional (2D) methods of analysis and a plane of symmetry or direction of slide is implicitly assumed. In this paper, 3D asymmetric slope stability models based on extensions of Bishop’s simplified, Janbu’s simplified, and Morgenstern–Price’s methods are developed. Under these new formulations, the direction of slide is unique and is determined from 3D force/moment equilibrium. Results from the new formulations are similar to the classical methods in normal cases but are numerically stable under transverse load. Further, the writers demonstrate that the present formulation is actually equivalent to the axes rotation f...
The paper presents the results of numerical calculations of the stability and deformation process of...
Based on the stress analysis of a point in space, the stress analysis of a point on a surface is per...
ABSTRACT: A practical three-dimensional slope stability approach is presented. Simple finite element...
Most slope failures exhibit remarkable asymmetrical variation in the transverse direction. A rigorou...
Two-dimensional limit equilibrium types of analysis have been used in engineering practice for decad...
Slope stability analyses in practice mostly rely on limit equilibrium (LE) pro-cedures rather than f...
Most of the three-dimensional analyses of landslides are based on simple 2D methods analysing chosen...
In order to study the stability control mechanism of a concave slope with circular landslide, and re...
This paper focuses on the importance of three-dimensional (3D) slope stability analyses in practice....
This work is licensed under a Creative Commons Attribution 4.0 International License.Axisymmetric co...
The design of landslide stabilization interventions requires a careful analysis and modelling of the...
Substantial modifications to three well-known methods of slope stabilility analysis, i.e., the Morge...
This paper uses finite element upper and lower bound limit analysis to produce chart solutions for t...
This paper uses finite element upper and lower bound limit analysis to produce chart solutions for t...
Slope stability analyses in practice mostly rely on limit equilibrium (LE) procedures rather than fi...
The paper presents the results of numerical calculations of the stability and deformation process of...
Based on the stress analysis of a point in space, the stress analysis of a point on a surface is per...
ABSTRACT: A practical three-dimensional slope stability approach is presented. Simple finite element...
Most slope failures exhibit remarkable asymmetrical variation in the transverse direction. A rigorou...
Two-dimensional limit equilibrium types of analysis have been used in engineering practice for decad...
Slope stability analyses in practice mostly rely on limit equilibrium (LE) pro-cedures rather than f...
Most of the three-dimensional analyses of landslides are based on simple 2D methods analysing chosen...
In order to study the stability control mechanism of a concave slope with circular landslide, and re...
This paper focuses on the importance of three-dimensional (3D) slope stability analyses in practice....
This work is licensed under a Creative Commons Attribution 4.0 International License.Axisymmetric co...
The design of landslide stabilization interventions requires a careful analysis and modelling of the...
Substantial modifications to three well-known methods of slope stabilility analysis, i.e., the Morge...
This paper uses finite element upper and lower bound limit analysis to produce chart solutions for t...
This paper uses finite element upper and lower bound limit analysis to produce chart solutions for t...
Slope stability analyses in practice mostly rely on limit equilibrium (LE) procedures rather than fi...
The paper presents the results of numerical calculations of the stability and deformation process of...
Based on the stress analysis of a point in space, the stress analysis of a point on a surface is per...
ABSTRACT: A practical three-dimensional slope stability approach is presented. Simple finite element...