Semianalytical Solution for Buried Pipeline Subjected to Horizontal Transverse Ground Deformation-Reference-Cited by-同舟云学术

Semianalytical Solution for Buried Pipeline Subjected to Horizontal Transverse Ground Deformation

Published:2021-11 Issue:4 Volume:12 Page:04021038
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Haque Chaudhuri Chaidul¹^ORCID,Choudhury Deepankar²^ORCID

Affiliation:

1. Ph.D. Student, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India. ORCID: .

2. Prof. T. Kant Chair Professor and Head, Dept. of Civil Engineering, Indian Institute of Technology Bombay, Powai, Mumbai 400076, India (corresponding author). ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000541

Reference33 articles.

1. ALA (American Lifelines Alliance). 2001. Guidelines for the design of buried steel pipe. Washington, DC: ALA.

2. Numerical Study of Longitudinal Bending in Buried GFRP Pipes Subjected to Lateral Earth Movements

3. Effect of Earthquake Induced Transverse Permanent Ground Deformation on Buried Continuous Pipeline Using Winkler Approach

4. Buried pipeline subjected to seismic landslide: A simplified analytical solution

5. The Shear Coefficient in Timoshenko’s Beam Theory

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