Lateral and Uplift Capacity of Pipeline Buried in Seabed of Homogeneous Clay-Reference-Cited by-同舟云学术

Lateral and Uplift Capacity of Pipeline Buried in Seabed of Homogeneous Clay

Published:2021-08 Issue:3 Volume:12 Page:
ISSN:1949-1190
Container-title:Journal of Pipeline Systems Engineering and Practice
language:en
Short-container-title:J. Pipeline Syst. Eng. Pract.

Author:

Kumar Prem¹,Seth Debtanu²,Manna Bappaditya³^ORCID,Shahu J. T.⁴

Affiliation:

1. Master Student, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi 110016, India.

2. Reserch Scholar, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi 110016, India.

3. Associate Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi 110016, India (corresponding author). ORCID: .

4. Professor, Dept. of Civil Engineering, Indian Institute of Technology Delhi, Hauz Khas, New Delhi 110016, India.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29PS.1949-1204.0000566

Reference37 articles.

1. Pullout tests conducted on clay reinforced with geogrid encapsulated in thin layers of sand

2. The upheaval capacity of pipelines in jetted clay backfill;Bransby M. F.;Int. J. Offshore Polar Eng.,2002

3. Strength reduction for upheaval buckling of buried pipes in blocky clay backfill

4. Brinkgreve, R. B. J., S. Kumarswamy, W. M. Swolfs, D. Waterman, A. Chesaru, and P. G. Bonnier. 2016. Netherland user manual. Amsterdam, Netherlands: PLAXIS.

5. Probabilistic analysis of the uplift resistance of buried pipelines in clay

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