Axial Resistance of Pipelines with Enlarged Joints-Reference-Cited by-同舟云学术

Axial Resistance of Pipelines with Enlarged Joints

Published:2024-09 Issue:9 Volume:150 Page:
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Rose Hailey-Rae¹^ORCID,Wham Brad P.²^ORCID,Dashti Shideh³^ORCID,Liel Abbie⁴^ORCID

Affiliation:

1. Doctoral Research Assistant, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309. ORCID: .

2. Assistant Research Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309 (corresponding author). ORCID: .

3. Associate Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309. ORCID: .

4. Professor, Dept. of Civil, Environmental, and Architectural Engineering, Univ. of Colorado Boulder, Boulder, CO 80309. ORCID: .

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JGGEFK.GTENG-12017

Reference50 articles.

1. American Water Works Association. 1995. Manual of water supply practices—Concrete pressure pipe M9. Denver: American Water Works Association.

2. Ductile iron pipeline response to earthquake-induced ground rupture

3. ASCE. 1984. Guidelines for the seismic design of oil and gas pipeline systems. Reston, VA: ASCE.

4. Deformation capacity of buried hybrid-segmented pipelines under longitudinal permanent ground deformation

5. Biarez I. L. M. Boucraut and R. Negre. 1965. “Limiting equilibrium of vertical barriers subjected to translation and rotation forces.” In Vol. 2 of Proc. 6th Int. Conf. on Soil Mechanics and Foundation Engineering 368–372. Hoboken NJ: Wiley.

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