Two- and three-dimensional bearing capacity of foundations in clay
Author:
Publisher
Thomas Telford Ltd.
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Reference15 articles.
1. Brinch Hansen, J. (1970).A revised and extended formula for bearing capacity, Bulletin No. 28. Danish Geotechnical Institute.
2. The effect of increasing strength with depth on the bearing capacity of clays
3. The Safety Factor of an Elastic-Plastic Body in Plane Strain
4. Extended limit design theorems for continuous media
5. The plastic indentation of a semi-infinite solid by a perfectly rough circular punch
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