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K0-Undrained Shear Strength Ratio of Normally Consolidated Clays from CIUC Tests
K0-Undrained Shear Strength Ratio of Normally Consolidated Clays from CIUC Tests
K0-Undrained Shear Strength Ratio of Normally Consolidated Clays from CIUC Tests
Belviso, R. (Autor:in) / Federico, A. (Autor:in) / Popescu, M. (Autor:in) / Lee, C. F. / Hong Kong Politechnic University
3rd, International conference on soft soil engineering ; 2001 ; Hong Kong
01.01.2001
6 pages
Aufsatz (Konferenz)
Englisch
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