Bearing Capacity of Circular Footings
Author:
Affiliation:
1. Graduate Student, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis 55455-0116.
2. Professor, Dept. of Civil Engineering, Univ. of Minnesota, Minneapolis 55455-0116.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282002%29128%3A1%2838%29
Reference29 articles.
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2. Vertical bearing capacity factors for circular and strip footings on Mohr–Coulomb soil
3. Caquot A. and Kerisel L. (1949). Traité de Mécanique des sols Gauthier-Villars Paris (in French).
4. Chen W. F. (1975). Limit Analysis and Soil Plasticity Elsevier Amsterdam.
5. Analysis of plate rolling using the dual-stream function method and cylindrical coordinates
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