Updated Liquefaction Resistance Correction Factors for Aged Sands
Author:
Affiliation:
1. 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).
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.1943-5606.0000118
Reference48 articles.
1. Empirical correlations of soil parameters based on Cone Penetration Tests (CPT) for Greek soils
2. Correcting Liquefaction Resistance for Aged Sands Using Measured to Estimated Velocity Ratio
3. Comparing liquefaction evaluation methods using penetration-VS relationships
4. Guide for Shear-Wave-Based Liquefaction Potential Evaluation
5. Updated liquefaction potential analysis eliminates foundation retrofitting of two critical structures
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