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Undrained Bearing Capacity of Square and Rectangular Footings

  • Published:2006-05 Issue:3 Volume:6 Page:147-157
  • ISSN:1532-3641
  • Container-title:International Journal of Geomechanics
  • language:en
  • Short-container-title:Int. J. Geomech.

Author:

Gourvenec Susan123,Randolph Mark123,Kingsnorth Oliver123

Affiliation:

1. Senior Lecturer, Centre for Offshore Foundation Systems, Univ. of Western Australia, Crawley, Perth, WA 6009, Australia (corresponding author).

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

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

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Reference18 articles.

1. Axially symmetric plastic deformations in soils

2. Experimental Determination of the Shape Factors and the Bearing Capacity Factors of Sand

3. Hansen B. J. (1970). “A revised and extended formula for bearing capacity.” Bulletin 28 Danish Geotechnical Institute Copenhagen Denmark.

4. Hibbit Karlsson and Sorensen Inc. (HKS). (2002). ABAQUS users’ manual version 6.1.
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