Experimental Investigation of the Reinstallation of Spudcan Footings Close to Existing Footprints

Author:

Cassidy Mark J.123,Quah Chin Kau123,Foo Kok Seng123

Affiliation:

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

2. Senior Engineer, Keppel Offshore and Marine, Offshore Technology Development Pty. Ltd., 50 Gul Rd., Singapore 628130.

3. General Manager, Keppel Offshore and Marine, Offshore Technology Development Pty Ltd., 50 Gul Rd., Singapore 628130.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Geotechnical Engineering and Engineering Geology,General Environmental Science

Reference25 articles.

1. Bienen B. (2007). “Development of models applicable to the three-dimensional analysis of jack-up platforms.” Ph.D. thesis Univ. of Western Australia Perth Australia.

2. Standardized sign conventions and notation for generally loaded foundations

3. Carrington T. Hodges W. Aldridge T. Osborne J. and Mirrey J. (2003). “Jackup advanced foundation analysis by automatic re-meshing (large strain) FEA methods.” Proc. 9th Int. Conf. The Jackup Platform C. D’Mello and L. Boswell eds. City University London.

4. Cassidy M. J. (2003). “Centrifuge experiments investigating the reinstallation of spudcans close to existing footprints.” Geo:03296 COFS Univ. of Western Australia Perth Australia.

5. Clunie-Ross B. (1999). “Reinstallation of spudcan footings in clay.” Honours’ thesis Univ. of Western Australia Perth Australia.

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