Mechanism of Backfilling Sand Discharge from a Gap under Vertical Revetment

Author:

Nakamura Tomoaki123,Hur Dong-Soo123,Mizutani Norimi123

Affiliation:

1. Graduate Student (JSPS Research Fellow), Dept. of Civil Engineering, Nagoya Univ., Furo-cho, Chikusa-ku, Nagoya 464-8603, Japan. E-mail: tnakamura@nagoya-u.jp

2. Associate Professor, Dept. of Ocean Civil Engineering (Institute of Marine Industry), Gyeongsang National Univ., 445 Inpyeongdong, Tongyeong, Gyeongnam 650-160, Korea (corresponding author). E-mail: dshur@nongae.gsnu.ac.kr

3. Professor, Dept. of Civil Engineering, Nagoya Univ., Furo-cho, Chikusa-ku, Nagoya 464-8603, Japan. E-mail: mizutani@civil.nagoya-u.ac.jp

Publisher

American Society of Civil Engineers (ASCE)

Subject

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

Reference26 articles.

1. Amsden A. A. and Harlow F. H. (1970). “The SMAC method: A numerical technique for calculating incompressible fluid flows.” Rep. No . LA-4370 Los Alamos Scientific Laboratory Los Alamos N.M.

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

3. 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. Hydro-Science and Engineering (CD-ROM) Theme E.

4. General Theory of Three‐Dimensional Consolidation

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