Lateral Pipe–Soil Interaction in Sand with Reference to Scale Effect-Reference-Cited by-同舟云学术

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Lateral Pipe–Soil Interaction in Sand with Reference to Scale Effect

Published:2005-03 Issue:3 Volume:131 Page:338-349
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Guo P. J.¹²,Stolle D. F. E.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, Canada L8S 4L7. E-mail: guop@mcmaster.ca

2. Professor, Dept. of Civil Engineering, McMaster Univ., 1280 Main St. West, Hamilton, Canada L8S 4L7. E-mail: stolle@mcmaster.ca

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282005%29131%3A3%28338%29

Reference29 articles.

1. Horizontally loaded vertical plate anchors in sand;Akinmusuru J. O.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1978

2. American Lifelines Alliance (ALA). (2001). “Guidelines for the design of buried steel pipe.” ⟨www.americanlifelinesalliance.org⟩.

3. Soil restraint against horizontal motion of pipes;Audibert J. M. E.;J. Geotech. Eng. Div., Am. Soc. Civ. Eng.,1977

4. The strength and dilatancy of sands

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