CPT-based evaluation of liquefaction potential for fine-grained soils

Pehlivan, Menzer
Bilge, Habib Tolga
Çetin, Kemal Önder
2nd International Symposium on Cone Penetration Testing


CPT-based assessment of liquefaction-induced foundation soil deformations
Unutmaz, Berna; Bilge, Habib Tolga; Çetin, Kemal Önder (2010-05-11)
CPT-based probabilistic assessment of seismic soil liquefaction triggering relationships
Can, Gizem; Çetin, Kemal Önder; Moss, Robb Eric Shedwick; Department of Civil Engineering (2022-6)
The research aims to define possibly the most accurate and unbiased probability-based seismically induced soil liquefaction triggering relationships for cohesionless soils. One key objective is to construct a well-studied database that processes liquefied and non-liquefied case histories from seismic events up to date consistently. For that purpose, Moss et al. (2003) database is revisited with improved parameter investigation, better case history processing, and advanced regression tools. Then the final da...
Cpt based compressibility assessment of soils
Özkahriman, Fatma; Çetin, Kemal Önder; Department of Civil Engineering (2004)
One of the most critical problems geotechnical engineers face with is the determination of the amount of consolidation settlement that will occur at a site as a result of the construction of a structure. The compressibility behavior of the soil is an important parameter in determining the amount of consolidation settlement. The goal of this study is to develop probabilistically based correlation between the compressibility behavior of soil and in-situ test data. Within the scope of this research effort, per...
CPT-based probabilistic and deterministic assessment of in situ seismic soil liquefaction potential
Moss, R. E. S.; Seed, R. B.; Kayen, R. E.; Stewart, J. P.; Kiureghian, A. Der; Çetin, Kemal Önder (American Society of Civil Engineers (ASCE), 2006-08-01)
This paper presents a complete methodology for both probabilistic and deterministic assessment of seismic soil liquefaction triggering potential based on the cone penetration test (CPT). A comprehensive worldwide set of CPT-based liquefaction field case histories were compiled and back analyzed, and the data then used to develop probabilistic triggering correlations. Issues investigated in this study include improved normalization of CPT resistance measurements for the influence of effective overburden stre...
CPT-Based Probabilistic Soil Characterization and Classification
Çetin, Kemal Önder (American Society of Civil Engineers (ASCE), 2009-01-01)
Due to lack of soil sampling during conventional cone penetration testing, it is necessary to characterize and classify soils based on tip and sleeve friction values as well as pore pressure induced during and after penetration. Currently available semiempirical methods exhibit a significant variability in the estimation of soil type. Within the confines of this paper it is attempted to present a new probabilistic cone penetration test (CPT)-based soil characterization and classification methodology, which ...
Citation Formats
M. Pehlivan, H. T. Bilge, and K. Ö. Çetin, “CPT-based evaluation of liquefaction potential for fine-grained soils,” presented at the 2nd International Symposium on Cone Penetration Testing, California, Amerika Birleşik Devletleri, 2010, Accessed: 00, 2021. [Online]. Available: https://hdl.handle.net/11511/92667.