Add to ORKGThe design of landslide stabilization interventions requires a careful analysis and modelling of the deformation mechanisms occurring in the slope. In some cases, the classical two-dimensional (2D) stability calculation may lead to erroneous estimate of slope safety margin and therefore to incorrect design of stabilization works. Two different lanslides, both located in the Southern Italian Alps, have been back-analysed using 2D and three dimensional (3D) limit equilibrium methods, showing the importante of 3D effects in the estimate of safety factor necessary for a proper design of stabilization actions
ments for the degree of Doctor of Science. This thesis investigates the three-dimensional stability ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
The method developed for this study, established on the premises of the limit equilibrium flat analy...
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...
ABSTRACT: A convenient three-dimensional slope stability approach, presented in the accompanying pap...
In 2015, a sudden landslide caused the failure of one of the pillars supporting the southern lanes o...
Two-dimensional limit equilibrium types of analysis have been used in engineering practice for decad...
The landslides in the field often do not have an infinite length, making 3-dimensional assumptions m...
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...
The applicability of 3-D slope stability analysis is discussed in the first part of the paper. A con...
Slope stability analyses in practice mostly rely on limit equilibrium (LE) procedures rather than fi...
This paper focuses on the importance of three-dimensional (3D) slope stability analyses in practice....
The paper presents the principles of the slope reprofiling and proves the effectiveness of this stab...
ments for the degree of Doctor of Science. This thesis investigates the three-dimensional stability ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
The method developed for this study, established on the premises of the limit equilibrium flat analy...
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...
ABSTRACT: A convenient three-dimensional slope stability approach, presented in the accompanying pap...
In 2015, a sudden landslide caused the failure of one of the pillars supporting the southern lanes o...
Two-dimensional limit equilibrium types of analysis have been used in engineering practice for decad...
The landslides in the field often do not have an infinite length, making 3-dimensional assumptions m...
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...
The applicability of 3-D slope stability analysis is discussed in the first part of the paper. A con...
Slope stability analyses in practice mostly rely on limit equilibrium (LE) procedures rather than fi...
This paper focuses on the importance of three-dimensional (3D) slope stability analyses in practice....
The paper presents the principles of the slope reprofiling and proves the effectiveness of this stab...
ments for the degree of Doctor of Science. This thesis investigates the three-dimensional stability ...
This paper uses numerical finite element upper and lower bound limit analysis to produce stability c...
The method developed for this study, established on the premises of the limit equilibrium flat analy...