Modeling Time-Dependent Behavior of Medium-Density Polyethylene Pipes-Reference-Cited by-同舟云学术

Modeling Time-Dependent Behavior of Medium-Density Polyethylene Pipes

Published:2021-11 Issue:4 Volume:12 Page:04021049
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Das Suprio¹^ORCID,Dhar Ashutosh Sutra²^ORCID

Affiliation:

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

2. Associate Professor, Dept. of Civil Engineering, Memorial Univ. of Newfoundland, 1 Arctic Ave., St. John’s, NL, Canada A1B 3X5 (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.1949-1204.0000589

Reference41 articles.

1. AASHTO. 2010. LRFD bridge design specifications. 2nd ed. Washington, DC: AASHTO.

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

3. Almahakeri M. I. D. Moore and A. Fam. 2012. “The flexural behavior of buried steel and composite pipes pulled relative to dense sand: Experimental and numerical investigation.” In Proc. 9th Int. Pipeline Conf. Volume 1: Upstream Pipelines; Project Management; Design and Construction; Environment; Facilities Integrity Management; Operations and Maintenance; Pipeline Automation and Measurement 95–105. New York: ASME.

4. Retrofitting pipelines with cured-in-place linings for earthquake-induced ground deformations

5. Soil restraint against horizontal motion of pipes

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