Effect of Tension on the Combined Loading Failure Envelope of a Pipeline on Soft Clay Seabed-Reference-Cited by-同舟云学术

Effect of Tension on the Combined Loading Failure Envelope of a Pipeline on Soft Clay Seabed

Published:2018-10 Issue:10 Volume:18 Page:04018131
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Zhou Tao¹,Tian Yinghui²,Cassidy Mark J.³

Affiliation:

1. Ph.D. Candidate, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.

2. Senior Research Fellow, State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin Univ., Tianjin 300072, China; Senior Research Fellow, Centre for Offshore Foundation Systems and ARC CoE for Geotechnical Science and Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia (corresponding author).

3. Professor, Centre for Offshore Foundation Systems and ARC CoE for Geotechnical Science and Engineering, Univ. of Western Australia, 35 Stirling Highway, Crawley, WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0001246

Reference28 articles.

1. API (American Petroleum Institute). 2000. Recommended practice for planning designing and constructing fixed offshore platforms. API RP2A. Washington DC: API.

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

3. Combined loading of skirted foundations

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