3D FE Analyses of Buried Pipeline with Elbows Subjected to Lateral Loading-Reference-Cited by-同舟云学术

3D FE Analyses of Buried Pipeline with Elbows Subjected to Lateral Loading

Published:2011-10 Issue:10 Volume:137 Page:939-948
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Cheong T. P.¹²³,Soga K.¹²³,Robert D. J.¹²³

Affiliation:

1. Geotechnical Engineer, Atkins Ltd., Woodcote Grove, Ashley Rd., Epsom, Surrey KT18 5BW, U.K.formerly, Ph.D student, Univ. of Cambridge.

2. Professor of Civil Engineering, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge, CB2 1PZ, U.K. (corresponding author).

3. Ph.D. student, Dept. of Engineering, Univ. of Cambridge, Trumpington St., Cambridge, CB2 1PZ, U.K.

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%29GT.1943-5606.0000508

Reference24 articles.

1. American Lifelines Alliance. (2001). “Guidelines for the design of buried steel pipe.” 76 〈http://www.americanlifelinesalliance.org/pdf/Update061305.pdf〉

2. American Water Works Association. (1996). Manual M41: Ductile-iron pipe and fittings Denver.

3. ASCE. (1984). Guidelines for the seismic design of oil and gas pipeline systems Committee on Gas and Liquid Fuel Lifelines of the ASCE Technical Council on Lifeline Earthquake Engineering Reston VA.

4. Soil restraint against horizontal motion of pipes;Audibert J. M. E.;J. Geotech. Engrg. Div.,1977

5. A state parameter for sands

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