Pipelines Subjected to Fault Movement in Dry and Unsaturated Soils-Reference-Cited by-同舟云学术

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Pipelines Subjected to Fault Movement in Dry and Unsaturated Soils

Published:2016-10 Issue:5 Volume:16 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Robert D. J.¹,Soga K.²,O’Rourke T. D.³

Affiliation:

1. Lecturer, School of Civil, Environmental and Chemical Engineering, RMIT Univ., Melbourne, VIC 3001, Australia (corresponding author).

2. Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1PZ, U.K.

3. Professor of Civil Engineering, Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0000548

Reference32 articles.

1. Factors influencing the behavior of buried pipelines subjected to earthquake faulting

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

3. Fault Rupture Propagation through Sand: Finite-Element Analysis and Validation through Centrifuge Experiments

4. ASTM (1979). “Standard specification for structural steel ” A-36–part 4 American National Standard West Conshohocken PA.

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