Liquefaction Potential Assessment of Pleistocene Beach Sands near Charleston, South Carolina-Reference-Cited by-同舟云学术

Liquefaction Potential Assessment of Pleistocene Beach Sands near Charleston, South Carolina

Published:2012-10 Issue:10 Volume:138 Page:1196-1208
ISSN:1090-0241
Container-title:Journal of Geotechnical and Geoenvironmental Engineering
language:en
Short-container-title:J. Geotech. Geoenviron. Eng.

Author:

Heidari Tahereh¹,Andrus Ronald D.²

Affiliation:

1. Senior Geotechnical Engineer, MWH Americas Inc., 806 SW Broadway, Suite 200, Portland, OR 97205; formerly, Graduate Research Assistant, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.

2. Professor, Glenn Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (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.1943-5606.0000686

Reference69 articles.

1. Correcting Liquefaction Resistance for Aged Sands Using Measured to Estimated Velocity Ratio

2. Andrus R. D. Mohanan N. P. Piratheepan P. Ellis B. S. and Holzer T. L. (2007). “Predicting shear-wave velocity from cone resistance.” Proc. 4th Int. Conf. Earthquake Geotech. Eng. (CD-ROM) K. D. Pitilakis ed. Springer Dordrecht Netherlands.

3. Comparing liquefaction evaluation methods using penetration-VS relationships

4. Liquefaction Resistance of Soils from Shear-Wave Velocity

5. Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures

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