Set Up and Resulting Punch-Through Risk of Jack-Up Spudcans during Installation-Reference-Cited by-同舟云学术

Set Up and Resulting Punch-Through Risk of Jack-Up Spudcans during Installation

Published:2013-12 Issue:12 Volume:139 Page:2048-2059
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Bienen Britta¹,Cassidy Mark Jason²

Affiliation:

1. Associate Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia (corresponding author).

2. Winthrop Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia.

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.1943-5606.0000943

Reference23 articles.

1. Barbosa-Cruz E. R. (2007). “Partial consolidation and breakthrough of shallow foundations in soft soil.” Ph.D. thesis Univ. of Western Australia Perth Australia.

2. Bransby M. F. (2002). “The undrained inclined load capacity of shallow foundations after consolidation under vertical loads.” Proc. 8th Int. Symp. on Numerical Models in Geotechnics G. N. Pande and S. Pietrusczcak eds. Taylor & Francis London 431–437.

3. Brennan R. et al. (2006). “Installing jackups in punch-through sensitive clays.” Proc. Offshore Technology Conf. (OTC) OTC 18286 Society of Petroleum Engineers Richardson TX.

4. Erbrich C. T. (2005). “Australian frontiers—Spudcans on the edge.” Proc. Int. Symp. on Frontiers in Offshore Geotechnics (ISFOG) Taylor & Francis London 49–74.

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