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Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
Influence of Reconsolidation Techniques and Strain Rate on the Stiffness of Undisturbed Clays from Triaxial Tests
LoPresti, D. C. F. (author) / Pallara, O. (author) / Cavallaro, A. (author) / Jamiolkowski, M. (author)
GEOTECHNICAL TESTING JOURNAL ; 22 ; 211-225
1999-01-01
15 pages
Article (Journal)
English
DDC:
624.151
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