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Limit analysis of bearing capacity for a circular footing subjected to eccentric loads
Limit analysis of bearing capacity for a circular footing subjected to eccentric loads
Limit analysis of bearing capacity for a circular footing subjected to eccentric loads
Sekiguchi, H. (author) / Kobayashi, S. (author) / International Society for Soil Mechanics and Foundation Engineering
International conference; 14th, Soil mechanics and foundation engineering ; 1997 ; Hamburg; Germany
1997-01-01
4 pages
3 vols of 4 vol set rec'd only. Also known as XIV ICSMFE; Text in English, French and German
Conference paper
English
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Bearing capacity of strip and circular foundations on undrained clay subjected to eccentric loads
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