Evaluating Effective Stress Parameters and Undrained Shear Strengths of Soft-firm Clays from CPTu and DMT
Evaluating Effective Stress Parameters and Undrained Shear Strengths of Soft-firm Clays from CPTu and DMT
Paul Wesley Mayne; Paul Wesley Mayne
Fifth International Conference on Geotechnical and Geophysical Site Characterization (ISC’5)
Keynote Lecture
Cone Penetration Testing (CPT), Soil Dynamics In-Situ, Soil Mechanics
Contact Information
- Secretary General - Dr A M McNamara
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