Soil-Structure Interaction of Very Flexible Pipes: Centrifuge and Numerical Investigations-Reference-Cited by-同舟云学术

Soil-Structure Interaction of Very Flexible Pipes: Centrifuge and Numerical Investigations

Published:2015-12 Issue:6 Volume:15 Page:04014091
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Bryden Peter¹,El Naggar Hany²,Valsangkar Arun³

Affiliation:

1. Researcher, Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB, Canada E3B 5A3.

2. Associate Professor, Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB, Canada E3B 5A3 (corresponding author).

3. Professor, Dept. of Civil Engineering, Univ. of New Brunswick, Fredericton, NB, Canada E3B 5A3.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000442

Reference28 articles.

1. Nonlinear Finite-Element Modeling Analysis of Soil-Pipe Interaction

2. The collapse of diaphragm walls retaining clay

3. Britto A. M. (1979). “Thin-walled buried pipes.” Ph.D. thesis Cambridge Univ. Cambridge U.K.

4. Bryden P. J. (1993). “Centrifuge modelling of flexible buried pipes.” M.Sc. thesis Univ. of New Brunswick Fredericton NB Canada.

5. Cameron D. A. (2005). “Analysis of buried flexible pipes in granular backfill subjected to construction traffic.” Ph.D. thesis Univ. of Sydney Sydney Australia.

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