An Expanded Data Set of Overburden ( K σ ) and Initial Static Shear Stress ( K α ) Correction Factors from Published Cyclic Laboratory Tests for Liquefaction Triggering Analyses
Author:
Affiliation:
1. Geosciences and Engineering Division, Southwest Research Institute, San Antonio, TX.
2. Norwegian Geotechnical Institute, Oslo, Norway.
3. Dept. of Civil and Environmental Engineering, Univ. of California, Los Angeles, CA.
Publisher
American Society of Civil Engineers
Link
https://ascelibrary.org/doi/pdf/10.1061/9780784484654.021
Reference11 articles.
1. Bilge T. and Cetin K. O. (2011). “Effect of Vertical Effective Stress on Liquefaction Triggering Analyses” Proc. Seventh National Conference on Earthquake Engineering 1–10.
2. High Overburden Stress Effects in Liquefaction Analyses
3. Relating Kα to Relative State Parameter Index
4. Evaluation of Ground Failure Potential due to Soil‐Structure Interaction and Vertically Propagating Shear Waves.;Buenker J. M.;Journal of Geotechnical and Geoenvironmental Engineering,2022
5. SPT-based probabilistic and deterministic assessment of seismic soil liquefaction triggering hazard
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