Critical Skirt Spacing for Shallow Foundations under General Loading-Reference-Cited by-同舟云学术

Critical Skirt Spacing for Shallow Foundations under General Loading

Published:2013-09 Issue:9 Volume:139 Page:1554-1566
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Mana Divya S. K.¹,Gourvenec Susan²,Martin Christopher M.³

Affiliation:

1. Ph.D. Candidate, Centre for Offshore Foundation Systems (M053) and ARC Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, Crawley, Perth, WA 6009, Australia.

2. Professor, Centre for Offshore Foundation Systems (M053) and ARC Centre of Excellence for Geotechnical Science and Engineering, Univ. of Western Australia, 35 Stirling Hwy., Crawley, Perth, WA 6009, Australia (corresponding author).

3. University Lecturer, Dept. of Engineering Science, Univ. of Oxford, Oxford OX1 3PJ, U.K.

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.1943-5606.0000882

Reference25 articles.

1. American Petroleum Institute (API). (2000). “Recommended practice for planning designing and constructing fixed offshore platforms–Working stress design.” API RP-2A Washington DC.

2. Andersen K. H. and Jostad H. P. (1999). “Foundation design of skirted foundations and anchors in clay.” Proc. Annual Offshore Technology Conf. OTC 10824 Houston.

3. The undrained capacity of skirted strip foundations under combined loading

4. Bye A. Erbrich C. Rognlien B. and Tjelta T. I. (1995). “Geotechnical design of bucket foundations.” Proc. Annual Offshore Technology Conf. OTC 10824 Houston.

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