Reliability-based Unified SPT-CPT-Vs Liquefaction Triggering Models

2022-06-27
Çetin, Kemal Önder
Ayhan, Bilal Umut
Moss, R.
Kayen, R.
12th National Conference on Earthquake Engineering

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For longer than four decades, the current practice for liquefaction triggering engineering assessments have been dominated by case history-based deterministic and probabilistic models. The predictive model proposals have been constituted based on different sets of case histories concerning in-situ test indices, namely standard penetration test (SPT) N value, cone penetration test (CPT) q, and shear-wave velocity (V-s), etc. The present study uses the databases of Cetin et al., Moss et al., and Kayen et al. ...
Citation Formats
K. Ö. Çetin, B. U. Ayhan, R. Moss, and R. Kayen, “Reliability-based Unified SPT-CPT-Vs Liquefaction Triggering Models,” presented at the 12th National Conference on Earthquake Engineering, Utah, Amerika Birleşik Devletleri, 2022, Accessed: 00, 2022. [Online]. Available: https://hdl.handle.net/11511/100460.