T. Youd, Liquefaction Resistance of Soils: Summary Report from the 1996 NCEER and 1998 NCEER/NSF Workshops on Evaluation of Liquefaction Resistance of Soils, Journal of Geotechnical and Geoenvironmental Engineering, vol.127, issue.10, pp.817-850, 2001.
DOI : 10.1061/(ASCE)1090-0241(2001)127:10(817)

H. Seed, K. Tokimatsu, L. Harder, and R. Chung, Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, Journal of Geotechnical Engineering, vol.111, issue.12, pp.1425-1470, 1985.
DOI : 10.1061/(ASCE)0733-9410(1985)111:12(1425)

H. Seed, I. T. Idriss, K. Tokida, F. Tatsuoka, S. Watanabe et al., Simplified procedure for evaluating soil liquefaction potential Micro zonation for soil liquefaction potential using simplified methods Manual for Zonation on seismic Geotechnical Hazard Probabilistic evaluation of liquefaction potential, Proceedings of the 3rd International Conference on micro zonation Technical committee for Earthquake Geotechnical Engineering (ISSMGE), 209. [6] Haldar A, Tang WH, pp.1249-73, 1971.

K. Ishihara, Simple method of analysis for liquefaction of sand deposits during earthquakes., SOILS AND FOUNDATIONS, vol.17, issue.3, pp.1-17, 1977.
DOI : 10.3208/sandf1972.17.3_1

J. Hwang, C. Yang, and D. Juang, A practical reliability-based method for assessing soil liquefaction potential, Soil Dynamics and Earthquake Engineering, vol.24, issue.9-10, pp.9-10761, 2004.
DOI : 10.1016/j.soildyn.2004.06.008

J. Chameau and G. Clough, Probabilistic Pore Pressure Analysis for Seismic Loading, Journal of Geotechnical Engineering, vol.109, issue.4, pp.507-531, 1983.
DOI : 10.1061/(ASCE)0733-9410(1983)109:4(507)

G. Baecher, J. Christian, K. Cetin, and R. Seed, Reliability and statistics in geotechnical engineering [10] Iwasaki T. Soil liquefaction studies in Japan: state of the art Nonlinear shear mass participation factor for cyclic shear stress ratio evaluation. Soil Dyne Earths Eng, Soil Dyne Earths Eng, vol.511, issue.242, pp.2-68103, 1986.

S. Liao, R. Whitman, and K. Cetin, Overburden correction factors for SPT in sand Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential ?Study of the liquefaction prediction based on the grain distribution and the SPT N-value?, Tech. Note of PHRI Estimate the potential of liquefaction in sandy soils with reliability method in Chalos city. [16] Low BK, Tang WH. Efficient reliability evaluation using spreadsheet, Japanese). [15] Naghizade, pp.373-380, 1986.

J. Duncan, Factors of Safety and Reliability in Geotechnical Engineering, Journal of Geotechnical and Geoenvironmental Engineering, vol.126, issue.4, pp.307-323, 2000.
DOI : 10.1061/(ASCE)1090-0241(2000)126:4(307)

K. Phoon and F. Kulhawy, Characterization of geotechnical variability, Canadian Geotechnical Journal, vol.36, issue.4, pp.612-636, 1999.
DOI : 10.1139/t99-038

C. Juang, T. Jiang, and R. Andrus, Assessing Probability-based Methods for Liquefaction Potential Evaluation, Journal of Geotechnical and Geoenvironmental Engineering, vol.128, issue.7, pp.580-589, 2002.
DOI : 10.1061/(ASCE)1090-0241(2002)128:7(580)

C. Juang, C. Chen, T. Jiang, and R. Andrus, Risk-based liquefaction potential evaluation using standard penetration tests, Canadian Geotechnical Journal, vol.37, issue.6, pp.1195-208, 2000.
DOI : 10.1139/t00-064