Efficient Approach to Simulate Soil–Pipeline Interaction-Reference-Cited by-同舟云学术

Efficient Approach to Simulate Soil–Pipeline Interaction

Published:2020-02 Issue:1 Volume:11 Page:04019046
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Robert D. J.¹,Britto A.²,Setunge S.³

Affiliation:

1. Senior Lecturer, School of Engineering, RMIT Univ., Melbourne, VIC 3001, Australia (corresponding author).

2. Computer Officer, Dept. of Engineering, Univ. of Cambridge, Cambridge CB2 1TN, UK.

3. Professor, School of Engineering, RMIT Univ., Melbourne, VIC 3001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000412

Reference47 articles.

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

2. A state parameter for sands

3. Bishop A. I. Alpan G. Blight and I. B. Donald. 1960. “Factors controlling the strength of partially saturated cohesive soils.” In Proc. Research Conf. on Shear Strength of Cohesive Soils 502–532. New York: ASCE.

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