Liquefaction Centrifuge Modeling of Sands of Different Permeability-Reference-Cited by-同舟云学术

Liquefaction Centrifuge Modeling of Sands of Different Permeability

Published:2003-12 Issue:12 Volume:129 Page:1083-1091
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Sharp Michael K.¹,Dobry Ricardo²,Abdoun Tarek³

Affiliation:

1. Director, Centrifuge Research Center, Engineer Research and Development Center, Vicksburg, MS 31980.

2. Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.

3. Assistant Professor, Dept. of Civil and Environmental Engineering, Rensselaer Polytechnic Institute, Troy, NY 12180.

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%282003%29129%3A12%281083%29

Reference12 articles.

1. Arulmoli K. Muraleetharan K. K. Hossain M. M. and Fruth L. S. (1992). “VELACS Laboratory Testing Program-Soil Data Report.” The Earth Technology Corporation Project No. 90-0562 National Science Foundation Washington D.C.

2. Empirical Prediction of Liquefaction-Induced Lateral Spread

3. Dobry R. Taboada V. and Liu L. (1995). “Centrifuge modeling of liquefaction effects during earthquakes.” Proc. 1st Int. Conf. on Earthquake Geotechnical Engineering K. Ishihara ed. Tokyo Japan November 14–16 Keynote Lecture Paper Vol. 3 1291–1324.

4. Effects of Sand Permeability and Weak Aftershocks on Earthquake-Induced Lateral Spreading

5. Robertson P. K. and Wride C. E. (1997). “Cyclic liquefaction and its evaluation based on the SPT and CPT.” MCEER Workshop on Evaluation of Liquefaction Resistance of Soils Technical Rep. MCEER-97-0022 T. L. Youd and I. M. Idriss eds. January 5–6 1996 Salt Lake City.

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