Effects of Asymmetrical Vertical Soil Stiffness on Strain Demand of Steel Pipelines Subjected to Transverse Vertical Permanent Ground Deformation-Reference-Cited by-同舟云学术

Effects of Asymmetrical Vertical Soil Stiffness on Strain Demand of Steel Pipelines Subjected to Transverse Vertical Permanent Ground Deformation

Published:2022-03-17 Issue: Volume: Page:
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Container-title:Geo-Congress 2022
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Author:

Agbo Sylvester¹¹²²,Roy Kshama¹¹²²,Adeeb Samer¹¹²²,Li Yong¹¹²²

Affiliation:

1. Northern Crescent, Inc., Calgary, AB.

2. Dept. of Civil and Environmental Engineering, Univ. of Alberta, Edmonton, AB.

Publisher

American Society of Civil Engineers

Link

http://ascelibrary.org/doi/pdf/10.1061/9780784484067.032

Reference15 articles.

1. ABAQUS. (2020). Abaqus Documentation, Dassault Systems Inc., Providence, RI, USA.

2. ALA. (2005). Guidelines for the design of buried steel pipes. American Lifelines Alliance. ASCE.

3. ASCE. (1984). “Guidelines for the Seismic Design of Oil and Gas Pipeline Systems ” Committee on Gas and Liquid Fuel Lifelines ASCE New York.

4. Flores-Berrones R. and O’Rourke M. (1992). “Seismic effects on underground pipelines due to permanent longitudinal ground deformation.” Proc. 4th Japan-U.S Workshop; Tech. Rep. NCEER-92-0019 Buffalo N.Y. 465–479.

5. An analytical method for strength verification of buried steel pipelines at normal fault crossings

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