Field Performance of In-Service Cast Iron Gas Reticulation Pipe Buried in Reactive Clay-Reference-Cited by-同舟云学术

Field Performance of In-Service Cast Iron Gas Reticulation Pipe Buried in Reactive Clay

Published:2016-05 Issue:2 Volume:7 Page:04015025
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Chan D.¹,Rajeev P.²,Kodikara J.³,Gallage C.⁴

Affiliation:

1. Researcher, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia (corresponding author).

2. Senior Lecturer, Dept. of Civil Engineering and Construction Engineering, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia.

3. Professor, Dept. of Civil Engineering, Monash Univ., Melbourne, VIC 3800, Australia.

4. Senior Lecturer, School of Urban Development, Queensland Univ. of Technology, Brisbane, QLD 4001, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000223

Reference16 articles.

1. ASTM. (2008). “Standard test method for one-dimensional swell or settlement potential of cohesive soils.” ASTM D4546-08 West Conshohocken PA.

2. Chan D. (2008). “Performance of water and gas pipes buried in reactive soil.” Master of Engineering Science Dept. of Civil Engineering Monash Univ. Melbourne Australia.

3. Stresses in cast-iron pipes due to seasonal shrink-swell of clay soils;Clayton C. R. I.;Proc. Inst. Civ. Eng.: Water Manage.,2010

4. Equations for the soil-water characteristic curve

5. Gallage C. Kodikara J. K. Chan D. and Davis P. (2008). “A comparison of the results of the numerical analysis and the physical behavior of a pipe buried in reactive clay.” 12th Int. Conf. of Int. Association for Computer Methods and Advances in Geomechanics (IACMAG) International Association for Computer Methods and Advances in Geomechanics (IACMAG) 1276–1284.

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