Cyclic Resistance Ratio of a Pleistocene-Age Deposit at the CREC Site in South Carolina
Author:
Affiliation:
1. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC. ORCID: https://orcid.org/0000-0002-9287-7859.
2. Dept. of Civil and Environmental Engineering, Univ. of South Carolina, Columbia, SC.
Publisher
American Society of Civil Engineers
Link
http://ascelibrary.org/doi/pdf/10.1061/9780784484043.069
Reference24 articles.
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2. Experimental Study on the Aging of Sands
3. Byrne P. M. and Beaty M. H. (1999). “Assessment of Residual Strength for Embankments.” Proceedings of the Second International Conference on Earthquake Geotechnical Engineering Lisboa Portugal; Sêco e Pinto P. (ed.); June 21-25 1999; Vol. 3 1013–1020.
4. Ground Freezing and Sampling of Pleistocene Sand near Charleston, South Carolina
5. Liquefaction Resistance of Undisturbed and Reconstituted Samples of a Natural Coarse Sand from Undrained Cyclic Triaxial Tests
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