Interpretation of Impact Penetration Measurements in Soft Clays
Author:
Affiliation:
1. Assistant Professor, Texas A&M Univ., College Station, TX 77843-3136 (corresponding author).
2. Research Assistant, Texas A&M Univ., College Station, TX 77843-3136.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Geotechnical Engineering and Engineering Geology,General Environmental Science
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%291090-0241%282006%29132%3A6%28770%29
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3. Strain path method;Baligh M. M.;J. Soil Mech. Found. Div.,1985
4. Beard R. M. (1985). “Expendable Doppler penetrometer for deep ocean sediment measurements.” Strength Testing of Marine Sediments: Laboratory and In-Situ Measurements ASTM STP 883 ASTM Philadelphia 101–124.
5. Biscontin G. and Pestana J. (1999). “Influence of peripheral velocity on undrained shear strength and deformability characteristics of a bentonite-kaolinite mixture.” Geotechnical Engineering Rep. UCB/GT/99-16 Univ. of California Berkeley Calif.
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