Influence of Drainage Conditions during Cone Penetration on the Estimation of Engineering Properties and Liquefaction Potential of Silty and Sandy Soils
Author:
Affiliation:
1. Graduate Student, Univ. of California, 2001 Ghausi Hall, 1 Shields Ave., Davis, CA 95616.
2. Professor, Univ. of California, 2001 Ghausi Hall, 1 Shields Ave., Davis, CA 95616 (corresponding author).
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%29GT.1943-5606.0001543
Reference34 articles.
1. Bennett M. and Tinsley J. C. (1995). “Geotechnical data from surface and subsurface samples outside of and within liquefaction-related ground failures caused by the October 17 1989 Loma Prieta earthquake Santa Cruz and Monterey counties California.” Open-File Rep. 95-663 U.S. Geological Survey Menlo Park CA.
2. Bennett M. J. McLaughlin P. V. Sarmiento J. S. and Youd T. L. (1984). “Geotechnical investigation of liquefaction sites Imperial Valley California.” Open File Rep. 84-252 U.S. Geological Survey Menlo Park CA.
3. Bennett M. J. Youd T. L. Harp E. L. and Wieczorek G. F. (1981). “Subsurface investigation of liquefaction Imperial Valley earthquake California October 15 1979.” Open File Rep. 81-502 U.S. Geological Survey Menlo Park CA.
4. Bierschwale J. G. and Stokoe K. H. (1984). “Analytical evaluation of liquefaction potential of sands subjected to the 1981 Westmoreland earthquake.” Geotechnical Engineering Rep. GR 84 Dept. of Civil Engineering Univ. of Texas Austin TX.
5. Boulanger R. W. and Idriss I. M. (2014). “CPT and SPT based liquefaction triggering procedures.” CGM Rep. 14-01 Univ. of California Davis CA.
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