Effect of Embedment and Spacing of Cojoined Skirted Foundation Systems on Undrained Limit States under General Loading-Reference-Cited by-同舟云学术

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Effect of Embedment and Spacing of Cojoined Skirted Foundation Systems on Undrained Limit States under General Loading

Published:2009-11 Issue:6 Volume:9 Page:267-279
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Gourvenec S.¹²,Jensen K.¹²

Affiliation:

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

2. Former Student, School of Civil and Resource Engineering, Univ. of Western Australia, Crawley, Perth, WA 6009, Australia.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291532-3641%282009%299%3A6%28267%29

Reference26 articles.

1. Combined loading of skirted foundations

2. The Effect of Embedment Depth on the Undrained Response of Skirted Foundations to Combined Loading

3. On Shallow Pad-Foundations for Four-Legged Platforms

4. Standardized sign conventions and notation for generally loaded foundations

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