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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. (author) / Federico, A. (author) / Popescu, M. (author) / Lee, C. F. / Hong Kong Politechnic University
3rd, International conference on soft soil engineering ; 2001 ; Hong Kong
2001-01-01
6 pages
Conference paper
English
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