Predicting Peak Resistance of Spudcan Penetrating Sand Overlying Clay-Reference-Cited by-同舟云学术

Predicting Peak Resistance of Spudcan Penetrating Sand Overlying Clay

Published:2014-02 Issue:2 Volume:140 Page:04013009
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Hu P.¹,Stanier S. A.²,Cassidy M. J.³,Wang D.⁴

Affiliation:

1. Ph.D. Student, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia (corresponding author).

2. Research Associate, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia.

3. Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, WA 6009, Australia.

4. Assistant Professor, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, 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.1943-5606.0001016

Reference21 articles.

1. The strength and dilatancy of sands

2. Cheong J. (2002). “Physical testing of jack-up footings on sand subjected to torsion.” Honours thesis Univ. of Western Australia Perth Australia.

3. Deep penetration of spud-can foundations on sand and clay

4. Limit load in translational failure mechanisms for associative and non-associative materials

5. Finnie I. M. S. and Randolph M. F. (1994). “Punch-through and liquefaction induced failure of shallow foundations on calcareous sediments.” Proc. Int. Conf. on Behaviour of Offshore Structures Vol. 1 Pergamon Boston 217–230.

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