Effect of Gapping on the Transient and Sustained Uplift Capacity of a Shallow Skirted Foundation in Clay-Reference-Cited by-同舟云学术

Effect of Gapping on the Transient and Sustained Uplift Capacity of a Shallow Skirted Foundation in Clay

Published:2010-10 Issue:5 Volume:50 Page:725-735
ISSN:0038-0806
Container-title:Soils and Foundations
language:en
Short-container-title:Soils and Foundations

Author:

Acosta-Martinez Hugo E.,Gourvenec Susan M.,Randolph Mark F.

Publisher

Elsevier BV

Subject

Geotechnical Engineering and Engineering Geology,Civil and Structural Engineering

Reference28 articles.

1. One-dimensional consolidation tests on kaolin clay, Report Research Report GEO: 06385, Centre for Offshore Foundations Systems, School of Civil and Resource Engineering;Acosta-Martinez,2006

2. Response of skirted foundations for buoyant facilities subjected to cyclic uplift loading;Acosta-Martinez,2008

3. Installation resistance and bearing capacity of a shallow skirted foundation in clay;Acosta-Martinez,2010

4. An experimental investigation of a shallow skirted foundation under compression and tension;Acosta-Martinez;Soils and Foundations,2008

5. RP2A: Recommended practice for planning, designing and constructing fixed offshore platforms—Working Stress Design;American Petroleum Institute (API),2000

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