The influence of pipeline–trenchbed interaction intensity on lateral soil resistance and failure mechanisms-Reference-Cited by-同舟云学术

The influence of pipeline–trenchbed interaction intensity on lateral soil resistance and failure mechanisms

Published:2019-12-28 Issue:7 Volume:14 Page:752-765
ISSN:1938-6362
Container-title:International Journal of Geotechnical Engineering
language:en
Short-container-title:International Journal of Geotechnical Engineering

Author:

Kianian Morteza¹,Shiri Hodjat¹^ORCID

Affiliation:

1. Civil Engineering Department, Faculty of Engineering and Applied Science, Memorial University of Newfoundland, St. John’s, NL, Canada

Funder

Wood Group

NSERC CDR

RDC Collaborative

Publisher

Informa UK Limited

Subject

Soil Science,Geotechnical Engineering and Engineering Geology,Environmental Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/19386362.2019.1709948

Reference36 articles.

1. ALA. 2005. “Guidelines for the design of buried steel pipe. American Lifelines Alliance, a partnership between FEMA and ASCE.”

2. Burnett, A. J. 2015. “Investigation of Full Scale Horizontal Pipe-soil Interaction and Large Strain Behavior of Sand.” M.Sc. thesis, Queen’s University Kingston, Ontario, Canada.

3. Numerical simulations of pipe–soil interaction during large lateral movements on clay

4. Large-scale modelling of soil–pipe interaction during large amplitude cyclic movements of partially embedded pipelines

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