Three-Dimensional Finite-Element Modeling of Polyethylene Pipes in Dense Sand Subjected to a Lateral Force-Reference-Cited by-同舟云学术

Three-Dimensional Finite-Element Modeling of Polyethylene Pipes in Dense Sand Subjected to a Lateral Force

Published:2024-08 Issue:3 Volume:15 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Anzum Saifa¹^ORCID,Dhar Ashutosh Sutra²^ORCID

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1C 5S7 (corresponding author). ORCID: .

2. Professor, Dept. of Civil Engineering, Memorial Univ. of Newfoundland, 1 Arctic Ave., St. John’s, NL, Canada A1B 3X5. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JPSEA2.PSENG-1531

Reference61 articles.

1. ALA (American Lifelines Alliance). 2005. Guidelines for the design of buried steel pipe. Washington, DC: Federal Emergency Management Agency and American Society of Civil Engineers.

2. Experimental Investigation of Longitudinal Bending of Buried Steel Pipes Pulled through Dense Sand

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

4. Numerical techniques for design calculations of longitudinal bending in buried steel pipes subjected to lateral Earth movements

5. Anderson C. D. Wijewickreme C. Ventura and A. Mitchell. 2004. “Full-scale laboratory testing of buried polyethylene gas distribution pipelines subject to lateral ground displacements.” In Proc. 13th World Conf. on Earthquake Engineering 33–37. Vancouver BC Canada: Canadian Association of Earthquake Engineering.

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