Discussion of “Index Test Method for Estimating the Effective Preconsolidation Stress in Clay Deposits” by Karim Kootahi and Paul W. Mayne
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VIEW THE ORIGINAL ARTICLEAuthors: Demetrious C. Koutsoftas [email protected], Karina Karina [email protected], and Youssef M. A. Hashash https://orcid.org/0000-0002-0756-9027 [email protected]Author Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 143, Issue 10
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References
Bjerrum, L. (1972). “Embankments on soft ground: SOA report.” Proc., Specialty Conf. on Performance of Earth and Earth-Supported Structures, Vol. 2, ASCE, Reston, VA, 1–54.
Casagrande, A. (1936). “The determination of pre-consolidation load and it’s practical significance.” Proc., Int. Conf. Soil Mechanics and Foundation Engineering, Vol. 3, Harvard Univ., Cambridge, MA, 60.
Koutsoftas, D. C. (1981). “Undrained shear behavior of a marine clay.”, ASTM, West Conshohocken, PA.
Koutsoftas, D. C. (2001). “Factors of safety and reliability in geotechnical engineering.” J. Geotech. Geoenviron. Eng., 127(GT8), 700–721.
Koutsoftas, D. C., and Fischer, J. A. (1976). “In-situ undrained shear strength of two marine clays.” J. Geotech. Eng. Div., 102(GT9), 989–1005.
Koutsoftas, D. C., Fischer, J. A., Dette, J. T., and Singh, H. (1976). “Evaluation of the vibracorer as a tool of underwater geotechnical explorations.” Proc., Offshore Technology Conf., Society of Petroleum Engineers, Richardson, TX.
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©2017 American Society of Civil Engineers.
History
Received: Dec 8, 2016
Accepted: Feb 14, 2017
Published online: Jul 25, 2017
Published in print: Oct 1, 2017
Discussion open until: Dec 25, 2017
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Geotechnical Consultant, 60 Joost Ave., San Francisco, CA 94131. E-mail: [email protected]
Geotechnical Consultant, Testana Engineering, Inc., Jl Opak 22 Surabaya, East Java 60241, Indonesia. E-mail: [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801 (corresponding author). ORCID: https://orcid.org/0000-0002-0756-9027. E-mail: [email protected]
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