Material Point Method for Coupled Hydromechanical Problems

Author:

Abe Keita1,Soga Kenichi2,Bandara Samila3

Affiliation:

1. Assistant Senior Researcher, Foundation and Geotechnical Engineering Laboratory, Structures Technology Division, Railway Technical Research Institute, Tokyo 185-8540, Japan (corresponding author).

2. Professor, Dept. of Engineering, Geotechnical and Environmental Research Group, Univ. of Cambridge, Cambridge CB3 1PZ, U.K.

3. Postdoctoral Research Fellow, Soil Mechanics Laboratory, Swiss Federal Inst. of Technology–EPFL, CH-1015 Laussanne, Switzerland.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference37 articles.

1. A NEW METHOD FOR THE RUN-OUT ANALYSIS AND MOTION PREDICTION OF RAPID AND LONG-TRAVELING LANDSLIDES WITH MPM

2. Abe K. Shinoda M. Murata M. Nakamura H. and Nakamura S. (2010). “Simulation of landslides after slope failure using the material point method in shaking table tests.” Proc. 5th Civil Engineering Conf. in the Asian Region and Australasian Structural Engineering Conf. Engineers Australia Sydney NSW Australia.

3. Andersen S. (2009). “Material-point analysis of large-strain problems: modeling of landslides.” Ph.D. thesis Aalborg Univ. Aalborg Denmark.

4. Modelling of landslides with the material-point method

5. Numerical study of stress distributions in sheared granular material in two dimensions;Bardenhagen S. G.;Phys. Rev. E Stat. Phys. Plasmas Fluids Relat. Interdiscip. Topics,2000

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