Undrained Load-Displacement Behavior of Partially Embedded Pipeline on Seabed-Reference-Cited by-同舟云学术

Undrained Load-Displacement Behavior of Partially Embedded Pipeline on Seabed

Published:2016-02 Issue:1 Volume:7 Page:04015016
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Senthilkumar M.¹,Rajeev P.²,Robert D. J.³,Kodikara J.⁴

Affiliation:

1. Ph.D. Candidate, Dept. of Civil Engineering, Faculty of Engineering, Monash Univ., Building 60, Clayton Campus, VIC 3800, Australia.

2. Senior Lecturer, Dept. of Civil and Construction Engineering, Faculty of Science, Engineering and Technology, Swinburne Univ. of Technology, Hawthorn, VIC 3122, Australia; formerly, Monash Univ., Clayton, VIC 3800, Australia.

3. Lecturer, Dept. of Civil Engineering, School of Civil, Environmental and Chemical Engineering, RMIT Univ., GPO Box 2476, Melbourne, VIC 3001, Australia; formerly, Monash Univ., Clayton, VIC 3800, Australia.

4. Professor, Dept. of Civil Engineering, Faculty of Engineering, Monash Univ., Building 60, Clayton Campus, VIC 3800, Australia (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.1949-1204.0000214

Reference25 articles.

1. Collapse Loads for a Cylinder Embedded in Trench in Cohesive Soil

2. Brennodden H. Sveggen O. Wagner D. A. and Murff J. D. (1986). “Full-scale pipe-soil interaction tests.” Proc. 18th Offshore Technology Conf. Offshore Technology Conference Houston 433–440.

3. Bruton D. Carr M. and White D. J. (2008). “Pipe-soil interaction during lateral buckling and pipeline walking—The safebuck jip.” Int. Offshore Technology Conf. Houston.

4. The effects of penetration rate and strain softening on the vertical penetration resistance of seabed pipelines

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