DEM Analysis on the Mechanical Behavior of Buried Pipe during Sheet-Pile Extraction

Author:

Terada K.12134,Ono K.12134,Takahara S.12134,Miki T.12134,Sawada Y.12134,Kawabata T.12134

Affiliation:

1. Master Course Student, Graduate School of Agricultural Science, Kobe Univ., 1-1, Rokkodai, Nada, Kobe 657-8501, Japan.

2. Doctor Course Student, Graduate School of Agricultural Science, Kobe Univ., 1-1, Rokkodai, Nada, Kobe 657-8501, Japan.

3. Graduate School of Agricultural Science, Kobe Univ., 1-1, Rokkodai, Nada, Kobe 657-8501, Japan.

4. Assistant Professor, Graduate School of Agricultural Science, Kobe Univ., 1-1, Rokkodai, Nada, Kobe 657-8501, Japan.

Publisher

American Society of Civil Engineers

Reference5 articles.

1. A Modified Distinct Element Analysis for Progressive Failure of a Cliff

2. Study on Interaction Behavior between a Buried Structure and Ground During Sheet Pile Extraction -The elasto-plastic FE analysis considered contact between non-continuous ground surfaces-;Matsushima K.;Transaction of JSIDRE,2008

3. Performance of Buried Large Flexible Pipe;Mohri Y.;Transaction of JSIDRE,1989

4. Bending Moment of Underground Flexible Pipes in a Centrifuge;Takada N.;Proceedings of International Conference on Advances in Underground Pipeline Engineering,1985

5. Tohda J. Liming L. and Yoshimura H. (1993). ``Earth Pressure and Deformation of a Buried Flexible Pipe in Centrifuged Models'' Proceedings of 11th Southeast Asian Geotechnical Conference 775-780.

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