DEVELOPMENT OF SEEPAGE FAILURE ANALYSIS METHOD OF GROUND WITH SMOOTHED PARTICLE HYDRODYNAMICS

Author:

MAEDA Kenichi1,SAKAI Hirotaka2,SAKAI Mamoru3

Affiliation:

1. Dept. of Civil Eng., Nagoya Institute of Technology

2. Graduate school of Civil Eng., Nagoya Institute of Technology

3. Waterworks and Sewerage Bureau, Nagoya City Office

Publisher

Japan Society of Civil Engineers

Subject

Geotechnical Engineering and Engineering Geology,Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Reference25 articles.

1. 1) Kodaka, T. and Asaoka, A. : Formation of air bubbles in sandy soil during seepage process, Journal of JSCE, No. 487/III-26, pp. 129-138, 1994. (in Japanese)

2. 2) Nakajima, Y. : Piping on dike surrounding reclaimed land, Tsuchi-to-Kiso, JGS, Vol. 13, No. 2, pp. 83-88, 1985. (in Japanese)

3. 3) Maeda, K. and Sakai, M. : Development of seepage failure analysis procedure of granular ground with Smoothed Particle Hydrodynamics (SPH) method, Journal of Applied Mechanics, JSCE, Vol. 7, pp. 775-786, 2004. (in Japanese)

4. 4) Sakai, H., Sakai, M. and Maeda, K. : Observation on seepage failure of ground around sheet pile with account for evolution of bubbles with PIV, Proc. of 40th annual conference of JGS, CD-ROM, 2005. (in Japanese)

5. 5) JGS Technical Committee of mechanism of slope failure and prediction of degree of risk under heavy rains: Research report of JGS, 2003. (in Japanese)

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