DEM-FEM Model of Highly Saturated Soil Motion Due to Seepage Force-Reference-Cited by-同舟云学术

DEM-FEM Model of Highly Saturated Soil Motion Due to Seepage Force

Published:2006-09 Issue:5 Volume:132 Page:401-409
ISSN:0733-950X
Container-title:Journal of Waterway, Port, Coastal, and Ocean Engineering
language:en
Short-container-title:J. Waterway, Port, Coastal, Ocean Eng.

Author:

Bierawski Lechosław G.¹²,Maeno Shiro¹²

Affiliation:

1. Faculty of Civil and Environmental Engineering, Gdańsk Univ. of Technology, ul.G.Narutowicza 11/12, 80-952 Gdańsk, Poland.

2. Associate Professor, Dept. of Environmental and Civil Engineering, Okayama Univ., 3-1-1 Tsushima-Naka, Okayama 700-8530, Japan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Ocean Engineering,Water Science and Technology,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-950X%282006%29132%3A5%28401%29

Reference15 articles.

1. Bierawski L. G. Maeno S. Gotoh H. and Harada E. (2002). “DEM-FEM model of the outflow of backfilling sand from behind a seawall under wave motion.” Proc. 5th Int. Conf. on Hydro-Science and Engineering (CD-ROM).

2. Cundall P. A. (1971). “A computer model for simulating progresive large-scale movements in blocky rock systems.” Proc. Symp. Int. Society of Rock Mechanics (ISRM) Nancy France 2(8).

3. A discrete numerical model for granular assemblies

4. El Shamy U. and Zeghal M. (2003). “A continuum-discrete model for granular soil liquefaction.” Proc. 16th Engineering Mechanics Conf. ASCE Reston Va.

5. Numerical Simulation of Sheetflow as Granular Material

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