Design Guidelines for Polyethylene Pipe Interface Shear Resistance-Reference-Cited by-同舟云学术

Design Guidelines for Polyethylene Pipe Interface Shear Resistance

Published:2009-06 Issue:6 Volume:135 Page:809-818
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bilgin Ömer¹²,Stewart Harry E.¹²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003 (corresponding author).

2. Associate Professor, School of Civil and Environmental Engineering, Cornell Univ., Ithaca, NY 14853-3501.

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.1943-5606.0000030

Reference20 articles.

1. FULL-SCALE LABORATORTY TESTING OF SOIL-PIPE INTERACTION IN BRANCHED POLYETHYLENE PIPELINES

2. ASTM. (2003a). “Standard test method for coefficient of linear thermal expansion of plastics between −30°C and 30°C with a vitreous silica dilatometer.” D696 2003 annual book of standards Vol. 08.01 West Conshohocken Pa.

3. ASTM. (2003b). “Standard test method for density and unit weight of soil in place by the sand-cone method.” D1556 2003 annual book of standards Vol. 04.08 West Conshohocken Pa.

4. ASTM. (2003c). “Standard test method for laboratory compaction characteristics of soil using standard effort [ 12 400 ft lbf∕ ft3 (600 kN m∕ m3 ) ].” D698 2003 annual book of standards Vol. 04.08 West Conshohocken Pa.

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