Undrained Limit States of Shallow Foundations Acting in Consort-Reference-Cited by-同舟云学术

Undrained Limit States of Shallow Foundations Acting in Consort

Published:2007-05 Issue:3 Volume:7 Page:194-205
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gourvenec S.¹²,Steinepreis M.¹²

Affiliation:

1. Senior Lecturer, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, Perth, WA 6009, Australia. E-mail: susan@civil.uwa.edu.au

2. Geotechnical Engineer, Coffey Geosciences Pty Ltd., 24 Hasler Rd., Herdsman, Perth WA 6017, Australia; formerly, Student, Univ. of Western Australia. E-mail: Mark-Steinepreis@coffeygeosciences.com.au

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282007%297%3A3%28194%29

Reference22 articles.

1. Combined loading of skirted foundations

2. Brinch Hansen J. (1970). “A revised and extended formula for bearing capacity.” Danish Geotechnical Institute bulletin no. 28 Coperhagen 5–11.

3. A complete three-dimensional failure envelope for shallow footings on sand

4. Standardized sign conventions and notation for generally loaded foundations

5. Dean E. T. R. James R. G. Schofield A. N. Tan F. S. C. and Tsukamoto Y. (1992). “The bearing capacity of conical footings on sand in relation to the behaviour of spudcan footings of jackups.” Proc. Wroth Memorial Symp. Predictive Soil Mechanics Oxford U.K. 230–253.

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