A finite-discrete element approach for modelling polyethylene pipes subjected to axial ground movement-Reference-Cited by-同舟云学术

A finite-discrete element approach for modelling polyethylene pipes subjected to axial ground movement

Published:2018-07-03 Issue:7 Volume:14 Page:717-729
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Meidani Masood¹,Meguid Mohamed A.¹^ORCID,Chouinard Luc E.¹

Affiliation:

1. Civil Engineering and Applied Mechanics, McGill University, Montreal, Quebec, Canada

Funder

McGill University

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2018.1483812

Reference41 articles.

1. On the Role of Geogrid Reinforcement in Reducing Earth Pressure on Buried Pipes: Experimental and Numerical Investigations

2. ALA. 2001, Guideline for the Design of Buried Steel Pipe. American Lifeline Alliance (ALA), Accessed April 10 2018. www.americanlifelinealliance.org/Product_new3.htm

3. Almahakeri, M., I. D. Moore, and A. Fam. 2016. “Study Of Longitudinal Bending in Buried Gfrp Pipes Subjected to Lateral Earth Movements.” 8 (1): 04016012-1-04016012-12.

4. Anderson, C. 2004. Soil–Pipeline Interaction of Polyethylene Natural Gas Pipelines in Sand. M.Sc. thesis, Department of Civil Engineering, University of British Columbia, Vancouver, B.C.

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5. On the Response of Polyethylene Pipes to Lateral Ground Movements: Insights from Finite-Discrete Element Analysis;International Journal of Geosynthetics and Ground Engineering;2020-05-22