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Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing
Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing
Effect of Overconsolidation and Anisotropy of Kaolin Clay Using True Triaxial Testing
Prashant, A. (Autor:in) / Penumadu, D. (Autor:in)
SOILS AND FOUNDATIONS -TOKYO- ; 45 ; 71-82
01.01.2005
12 pages
Aufsatz (Zeitschrift)
Englisch
DDC:
624.151
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