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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. (author) / Penumadu, D. (author)
SOILS AND FOUNDATIONS -TOKYO- ; 45 ; 71-82
2005-01-01
12 pages
Article (Journal)
English
DDC:
624.151
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