The simulation of slope failures, including both failure initiation and development, has been modelled using the material point method. By utilising a constitutive model which encompasses, in a simplified manner, both pre- and post-failure behaviour, the majority of types of geotechnical slope failure can be observed in the simulations. This is a step towards being able to better quantify the consequences of slope failures and thereby to a better quantification of risk. Numerical case studies involving various slope angles, heterogeneity and rainfall induced slope failures are presented to demonstrate the ability of the method to simulate commonly observed failure modes.Geo-engineerin
Mesh based methods such as the finite element method (FEM) are the most usually used techniques for ...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
This thesis is concerned with the simulation of progressive failure within soil slopes considering, ...
The simulation of slope failures, including both failure initiation and development, has been modell...
The simulation of slope failures, including both failure initiation and development, has been modell...
The material point method (MPM) has the potential to simulate the onset, the full evolution and the ...
In this work, the progressive failure phenomenon is studied using the Material Point Method (MPM). M...
Rainfall-induced slope failures are a major category of slope failure, with incidents likely to incr...
In recent years, the Material Point Method (MPM) has been applied to a number of geotechnical proble...
Rain induced instabilities are a common geotechnical problem specially in partially saturated soils....
The random material point method (RMPM), which combines random field theory and the material point m...
Abstract The material point method (MPM) is recently considered a powerful tool in an...
In this paper a slope stability problem due to an increase of the pore pressure is analysed by means...
Identifying stratigraphic heterogeneities, like weak cohesive layers in natural and artificial slope...
Flowslides and retrogressive slope failures are usually triggered from a significant drop of shear s...
Mesh based methods such as the finite element method (FEM) are the most usually used techniques for ...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
This thesis is concerned with the simulation of progressive failure within soil slopes considering, ...
The simulation of slope failures, including both failure initiation and development, has been modell...
The simulation of slope failures, including both failure initiation and development, has been modell...
The material point method (MPM) has the potential to simulate the onset, the full evolution and the ...
In this work, the progressive failure phenomenon is studied using the Material Point Method (MPM). M...
Rainfall-induced slope failures are a major category of slope failure, with incidents likely to incr...
In recent years, the Material Point Method (MPM) has been applied to a number of geotechnical proble...
Rain induced instabilities are a common geotechnical problem specially in partially saturated soils....
The random material point method (RMPM), which combines random field theory and the material point m...
Abstract The material point method (MPM) is recently considered a powerful tool in an...
In this paper a slope stability problem due to an increase of the pore pressure is analysed by means...
Identifying stratigraphic heterogeneities, like weak cohesive layers in natural and artificial slope...
Flowslides and retrogressive slope failures are usually triggered from a significant drop of shear s...
Mesh based methods such as the finite element method (FEM) are the most usually used techniques for ...
A review of some field records showed that a two-wedge mechanism formed when failure occurred in a s...
This thesis is concerned with the simulation of progressive failure within soil slopes considering, ...