Experimental Investigation of Longitudinal Bending of Buried Steel Pipes Pulled through Dense Sand-Reference-Cited by-同舟云学术

Experimental Investigation of Longitudinal Bending of Buried Steel Pipes Pulled through Dense Sand

Published:2014-05 Issue:2 Volume:5 Page:04013014
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Almahakeri Mohamed¹,Fam Amir²,Moore Ian D.³

Affiliation:

1. Graduate Student, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

2. Professor and Canada Research Chair in Innovative and Retrofitted Structures, Dept. of Civil Engineering, Queen’s Univ., Kingston, ON, Canada K7L 3N6.

3. Professor and Canada Research Chair in Infrastructure Engineering, Dept. of Civil Engineering, Ellis Hall, Room 249, 58 University Ave., Queen’s Univ., Kingston, ON, Canada K7L 3N6 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000141

Reference28 articles.

1. ASTM. (2008). “Standard specification for electric-resistance-welded carbon and alloy steel mechanical tubing.” A513 New York.

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

3. Centrifuge Modeling of Earthquake Effects on Buried High-Density Polyethylene (HDPE) Pipelines Crossing Fault Zones

4. Daiyan N. Kenny S. Phillips R. and Popescu R. (2010). “Numerical investigation of oblique pipeline/soil interaction in sand.” Proc. Int. Pipeline Conf. ASME New York.

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