Add to ORKGIn recent years, the Material Point Method (MPM) has been applied to a number of geotechnical problems and has been extended to solve coupled flow-deformation problems. The dynamic formulation and the dual description of the media (lagrangian material points and an eulerian numerical mesh) provide the MPM the capabilities of handling problems involving large displacements and deformations. The paper presents four examples with the aim of highlighting the dynamic formulation and the capability of the method to analyze in a unified mathematical framework the static-dynamic transition of a slope failure
The material point method (MPM) is gaining increasing amounts of attention due to its capacity to so...
In geotechnical engineering, proper design of retaining structures is of great importance, since fai...
A numerical model for studying the dynamic evolution of landslides is presented. The numerical model...
In recent years, the Material Point Method (MPM) has been applied to a number of geotechnical proble...
The material point method (MPM) has the potential to simulate the onset, the full evolution and the ...
This paper investigates the possibility of using the material point method (MPM) to solve small stra...
In this work, the progressive failure phenomenon is studied using the Material Point Method (MPM). M...
This paper presents the ongoing work aimed at developing the material point method (MPM) to solve ge...
The Material Point Method (MPM) has been developed as a special finite element-based method for larg...
In geotechnical engineering and foundations there are problems that involve large deformations, cont...
The simulation of slope failures, including both failure initiation and development, has been modell...
The material point method (MPM) is gaining an increasing amount of attention due to its capacity to ...
Guardonat amb la Telford MedalThe paper describes a three-phase single-point material point method f...
This paper presents the formulation and implementation of a numerical procedure based on material po...
This paper demonstrates the predictive capabilities of a numerical model based on continuum mechanic...
The material point method (MPM) is gaining increasing amounts of attention due to its capacity to so...
In geotechnical engineering, proper design of retaining structures is of great importance, since fai...
A numerical model for studying the dynamic evolution of landslides is presented. The numerical model...
In recent years, the Material Point Method (MPM) has been applied to a number of geotechnical proble...
The material point method (MPM) has the potential to simulate the onset, the full evolution and the ...
This paper investigates the possibility of using the material point method (MPM) to solve small stra...
In this work, the progressive failure phenomenon is studied using the Material Point Method (MPM). M...
This paper presents the ongoing work aimed at developing the material point method (MPM) to solve ge...
The Material Point Method (MPM) has been developed as a special finite element-based method for larg...
In geotechnical engineering and foundations there are problems that involve large deformations, cont...
The simulation of slope failures, including both failure initiation and development, has been modell...
The material point method (MPM) is gaining an increasing amount of attention due to its capacity to ...
Guardonat amb la Telford MedalThe paper describes a three-phase single-point material point method f...
This paper presents the formulation and implementation of a numerical procedure based on material po...
This paper demonstrates the predictive capabilities of a numerical model based on continuum mechanic...
The material point method (MPM) is gaining increasing amounts of attention due to its capacity to so...
In geotechnical engineering, proper design of retaining structures is of great importance, since fai...
A numerical model for studying the dynamic evolution of landslides is presented. The numerical model...