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Application of the compressive-force path concept in the limit state design of footings and retaining structures
Application of the compressive-force path concept in the limit state design of footings and retaining structures
Application of the compressive-force path concept in the limit state design of footings and retaining structures
Seraj, S. M. (Autor:in) / Krebs Ovesen, N. / Danish Geotechnical Institute
International symposium, Limit state design in geotechnical engineering ; 1993 ; Copenhagen
01.01.1993
10 pages
In 3 pts vols 1 and 2 received only. Also known as ISLSD 93
Aufsatz (Konferenz)
Englisch
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