Probabilistic Assessment of Lateral Pipeline–Backfill–Trench Interaction-Reference-Cited by-同舟云学术

Probabilistic Assessment of Lateral Pipeline–Backfill–Trench Interaction

Published:2021-08 Issue:3 Volume:12 Page:04021034
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Aslkhalili Amin¹,Shiri Hodjat²^ORCID,Zendehboudi Sohrab³

Affiliation:

1. Graduate Research Assistant, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5.

2. Assistant Professor, Dept. of Civil Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5 (corresponding author). ORCID: .

3. Assistant Professor, Dept. of Process Engineering, Faculty of Engineering and Applied Science, Memorial Univ. of Newfoundland, St. John’s, NL, Canada A1B 3X5.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000564

Reference41 articles.

1. ALA (American Lifelines Alliance). 2005. Guidelines for the design of buried steel pipe. Reston, VA: ASCE.

2. API (American Petroleum Institute). 2018. API 5L specification for line pipe, 1–40. Washington, DC: API.

3. Eighteenth Canadian Geotechnical Colloquium: Limit States Design For Foundations. Part II. Development for the National Building Code of Canada

4. C-CORE. 2003. Extended model for pipe soil interaction. St. John’s, Canada: C-CORE.

5. C-CORE. 2004. Extended model for pipe soil interaction. St. John’s, Canada: C-CORE.

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