Effect of strength non-homogeneity on the bearing capacity of circular skirted foundations subjected to combined loading
Effect of strength non-homogeneity on the bearing capacity of circular skirted foundations subjected to combined loading
In this paper the results of two and three-dimensional finite element analyses of the combined loading of strip and circular skirted foundations resting on homogeneous and non-homogeneous clay are presented. The results are presented in terms of the shape of the failure envelope in vertical, moment and horizontal loading space and compared with data from similar studies where either soil non-homogeneity or three-dimensional geometry was investigated.
Circular foundations, Combined loading, Numerical analysis, Shallow foundations, Soil strength non-homogeneity, Three-dimensional
693-698
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Randolph, Mark
75caa33a-e630-4ae8-84cd-758797bf9633
2002
Gourvenec, Susan
6ff91ad8-1a91-42fe-a3f4-1b5d6f5ce0b8
Randolph, Mark
75caa33a-e630-4ae8-84cd-758797bf9633
Gourvenec, Susan and Randolph, Mark
(2002)
Effect of strength non-homogeneity on the bearing capacity of circular skirted foundations subjected to combined loading.
Chung, J.S., Sayed, M., Kashiwagi, M., Setoguchi, T. and Hong, S.W.
(eds.)
In Proceedings of the 12th (2002) International Offshore and Polar Engineering Conference.
vol. 12,
.
Record type:
Conference or Workshop Item
(Paper)
Abstract
In this paper the results of two and three-dimensional finite element analyses of the combined loading of strip and circular skirted foundations resting on homogeneous and non-homogeneous clay are presented. The results are presented in terms of the shape of the failure envelope in vertical, moment and horizontal loading space and compared with data from similar studies where either soil non-homogeneity or three-dimensional geometry was investigated.
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Published date: 2002
Venue - Dates:
Proceedings of the Twelfth (2002) International Offshore and Polar Engineering Conference, , Kitakyushu, Japan, 2002-05-25 - 2002-05-30
Keywords:
Circular foundations, Combined loading, Numerical analysis, Shallow foundations, Soil strength non-homogeneity, Three-dimensional
Identifiers
Local EPrints ID: 414613
URI: http://eprints.soton.ac.uk/id/eprint/414613
PURE UUID: 411533d3-9b98-40ad-a441-7b3ebcc3fd7f
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Date deposited: 05 Oct 2017 16:30
Last modified: 09 Jan 2022 03:59
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Contributors
Author:
Mark Randolph
Editor:
J.S. Chung
Editor:
M. Sayed
Editor:
M. Kashiwagi
Editor:
T. Setoguchi
Editor:
S.W. Hong
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