Liquefaction Potential Map of Charleston, South Carolina Based on the 1886 Earthquake
Author:
Affiliation:
1. Graduate Research Assistant, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911.
2. Associate Professor, Dept. of Civil Engineering, Clemson Univ., Clemson, SC 29634-0911 (corresponding author). E-mail: randrus@clemson.edu
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%282008%29134%3A6%28815%29
Reference59 articles.
1. Shear-Wave Velocity and Seismic Response of Near-Surface Sediments in Charleston, South Carolina
2. Andrus R. D. Mohanan N. P. Piratheepan P. Ellis B. S. and Holzer T. L. (2007). “Predicting shear-wave velocity from cone penetration resistance.” Proc. 4th Int. Conf. on Earthquake Geotechnical Engineering Thessaloniki Greece Paper No. 1454.
3. Guide for Shear-Wave-Based Liquefaction Potential Evaluation
4. Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures
5. Magnitudes and Locations of the 1811-1812 New Madrid, Missouri, and the 1886 Charleston, South Carolina, Earthquakes
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