1. Finn, W.D.L. State of the art geotechnical earthquake engineering practice", Soil Dynamics and Earthquake Engineering, 20, pp. 1{15 (2000). 2. Das, B.M. and Ramana, G.V., Principles of Soil Dynamics, Second Edition, CENGAGE Learning Publication, ISBN-13: 978-0-495-41134-5 (2010). 3. Bray, J.D. and Macedo, J. 6th Ishihara lecture: Simpli _ed procedure for estimating liquefaction-induced building settlement", Soil Dynamics and Earthquake Engineering, 102, pp. 215{231 (2017). 4. Seed, H.B. and Idriss, I.M. Simpli_ed procedure for evaluating soil liquefaction potential", Journal of the Soil Mechanics and Foundation Division, 97(SM9), Proc. Paper 8371, pp. 1249{1273 (1971). 5. Cetin, K.O., Seed, R.B., Kiureghian, A.D., Tokimatsu, K., Harder, L.F., Kayen, R.E., and Moss, E.S. Standard penetration test-based probabilistic and deterministic assessment of seismic soil liquefaction potential", Geotechnical and Geoenvironmental Engineering, 130(12), pp. 1314{1340 (2004). 6. Seed, H.B. and Idriss, I.M., Ground Motion and Soil Liquefaction During Earthquakes, Earthquake Engineering Research Institute, Oakland, Ca (1982). 7. Andrews, D.C.A. and Martin, G.R. Criteria for liquefaction of silty soils", 12th World Conference on Earthquake Engineering, Proceedings, Auckland, New Zealand (2000). 8. Bray, J.D., Sancio, R.B., Durgunoglu, T., Onalp, A., Seed, R.B., Stewart, J.P., Youd, T.L., Baturay, M.L., Cetin, K.O., Christensen, C., Karadayilar, T., and Emrem, C. Ground failure in Adapazari, Turkey. Proceedings of earthquake geotechnical engineering satellite conference of the XVth", International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, Turkey, August 24{25 (2001). 9. Sancio, R.B., Bray, J.D., Stewart, J.P., Youd, T.L., Durgunoglu, H.T., Onalp, A., Seed, R.B., Christensen, C., Baturay, M.B., and Karadayilar, T. Correlation between ground failure and soil conditions in Adapazari, Turkey", Soil Dynamics and Earthquake Engineering, 22, pp. 1093{1102 (2002). 10. Chu, D.B., Stewart, J.P., Lee, S., Tsai, J.S., Lin, P.S., Chu, L.B., Seed, R.B., Hsu, S.C., Yu, M.S., and Wang, M.C. Documentation of soil conditions at liquefaction and non-liquefaction sites from 1999 Chi-Chi (Taiwan) earthquake", Soil Dynamics and Earthquake Engineering, 24, pp. 647{657 (2004). 11. Chang, M., Kuo, C.P., Shau, S.H., and Hsu, R.E. Comparison of SPT-N-based analysis methods in evaluation of liquefaction potential during the 1999 Chi-Chi earthquake in Taiwan", Computers and Geotechnics, 38, pp. 393{406 (2011). 12. Tokimatsu, K., and Yoshimi, Y. Empirical correlation of soil liquefaction based on SPT-N values and _nes content", Soils and Foundations, 23(4), pp. 56-74 (1983). 13. Youd, T.L., Idriss, I.M., Andrus, R.D., et al. Liquefaction resistance of soils: Summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation liquefaction resistance of soils", Geotechnical and Geoenvironmental Engineering, 127(4) pp. 297{313 (1998). 14. Japan Rail Association (JRA) Design code and explanations for roadway bridges", Part V, Seismic Resistance Design, Japan (1996). 15. Seed, R.B., Cetin, K.O., Moss, R.E.S., Kammerer, A.M., Wu, J., Pestana, J.M., Riemer, M.F., Sancio, R.B., Bray, J.D., Kayen, R.E., and Faris, A. Recent advances in soil liquefaction engineering: A uni_ed and consistent framework", 26th Annual ASCE Los Angeles Geotechnical Spring Seminar, Keynote Presentation, HMS. Queen Mary, Long Beach, California, Berkeley, Earthquake Engineering Research Center (EERC) (2003). 16. Sato, H., Nhan, T.T., and Matsuda, H. Earthquake induced settlement of a clay layer", Soil Dynamics and Earthquake Engineering, 104, pp. 418{431 (2018). 17. Casagrande, A. The structure of clay and its importance in foundation engineering", Contribution to Soil Mechanics, 1925{1940, Boston Society of Civil Engineering, pp. 257{276 (1932). 18. Castro, G. Liquefaction of sands", Harvard Soil Mechanics Series, 81, Harvard University, Cambridge, MA (1969). 19. Ishihara, K. Liquefaction and ow failure during earthquakes: Thirty-third rankine lecture", Geotechnique, 43(3), pp. 351{415 (1993). 20. Robertson, P.K. and Wride, C.E. Evaluating cyclic liquefaction potential using the cone penetration test", Canadian Geotechnical Journal, 35(3), pp. 442{459 (1998). 21. Javanmardi, Y., Imam, S.M.R., Pastor, M., and Manzanal, D. A reference state curve to de_ne the state of soils over a wide range of pressures and densities", Geotechnique, 68(2), pp. 95{106 (2018). 22. Andrus, R.D. and Stokoe, K.H. Liquefaction resistance based on shear wave velocity", NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, NCEER-97-0022 (1997). E. Ghorbani and A.M. Rajabi/Scientia Iranica, Transactions A: Civil Engineering 27 (2020) 639{656 655 23. Hynes, M.E., Olsen, R., and Yule, D.E. Inuence of con_ning stress on liquefaction resistance", Proc, International Symposium on the Physics and Mechanics of Liquefaction, Balkema, pp. 145{152 (1998). 24. Bay, J.A. and Cox, B.R. Shear wave velocity pro_ling and liquefaction assessment of sites shaken by the 1999 Kocaeli", Turkey Earthquake, PEER project SA3017{ 18336 (2001). 25. Idriss, I.M. and Boulanger, R.W. Semi-empirical procedures for evaluating liquefaction potential during earthquakes", Soil Dynamics and Earthquake Engineering, 26, pp. 115{130 (2006). 26. Boulanger, R.W. High overburden stress e_ects in liquefaction analysis", Geotechnical and Geoenvironmental Engineering, 129(12), pp. 1071{1082 (2003). 27. Boulanger, R.W. and Idriss, I.M. State normalization of penetration resistance and the e_ect of overburden stress on liquefaction resistance", 11th International Conference on Soil Dynamics and Earthquake Geotechnical Engineering, University of California, Berkeley, CA (2004). 28. Seed, H.B., Tokimatsu, K., Harder, L.F., and Chung, R.M. The inuence of SPT procedures in soil liquefaction resistance evaluations", Journal of Geotechnical Engineering, ASCE, 111(12), pp. 1425{1445 (1985). 29. Gratchev, I.B., Sassa, K., Osipov, V.I., and Sokolov, V.N. The liquefaction of clayey soils under cyclic loading", Engineering Geology, 86, pp. 70{84 (2006). 30. Idriss, I.M. and Boulanger, R.W. Evaluating of cyclic softening in silts and clays", Geotechnical and Geoenvironmental Engineering, 133(6), pp. 641{652 (2015). 31. Seed, H.B. Earthquake-resistance design of earth dams", Proc., Symp. Seismic Design of Earth Dams and Caverns, ASCE, New York, pp. 41{64 (1983). 32. Seed, H.B. and Harder, L.F. SPT-based analysis of cyclic pore pressure generation and undrained residual strength", Proceedings, Seed Memorial Symposium, Vancouver, BiTech Publishers, pp. 351{376 (1990). 33. Finn, W.D.L. State of the art for the evaluation of seismic liquefaction potential", Computers and Geotechnics, 29, pp. 329{341 (2002). 34. Boulanger, R.W. and Idriss, I.M. Evaluation of cyclic softening in silts and clays", Geotechnical and Geoenvironmental Engineering, 33(6), pp. 641{652 (2007). 35. Kishida, T. and Tsai, C. Seismic demand of the liquefaction potential with equivalent number of cycles for probabilistic seismic hazard analysis", Geotechnical and Geoenvironmental Engineering, 140(3), 04013023 (2014). DOI: 10.1061/(ASCE)GT.1943{5606.0001033 36. Boulanger, R.W. and Idriss, I.M. Magnitude scaling factors in liquefaction triggering procedures", Soil Dynamics and Earthquake Engineering, 79, pp. 296{ 303 (2015). DOI: 10.1016/j.soildyn.2015.01.004 37. Idriss, I.M. and Boulanger, R.W., Soil Liquefaction During Earthquakes, EERI Publication, Monograph MNO{12 Earthquake Engineering Research Institute, Oakland (2008). 38. Kondoh, M., Sasaki, Y., and Matsumoto, H. E_ect of _nes contents on soil liquefaction strength (Part 1)", Proceedings of the Annual Meeting of the Japanese Society of Soil Mechanics and Foundation Engineering, Public Works Research Institute, Ministry of Construction, Tsukuba, Japan (1987). 39. Liao, S.S.C. and Whitman, R.V. Overburden correction factor for SPT in sand", Journal of Geotechnical Engineering, 112(4), pp. 373{377 (1986). 40. Idriss, I.M. An update to the Seed-Idriss simpli_ed procedure for evaluating liquefaction potential", Proceedings of TRB Workshop on New Approaches to Liquefaction, Publication No. FHWA-RD-99-165, Federal Highway Administration, Washington DC (1999). 41. Andrus, R.D., Piratheepan, P., Ellis, B.S., Zhang, J., and Juang, C.H. Comparing liquefaction evaluation methods using penetration-Vs relationships", Soil Dynamics and Earthquake Engineering, 24, pp. 713{721 (2004). 42. Idriss, I.M. and Boulanger, R.W. SPT- and CPTbased relationships for the residual shear strength of lique_ed soils", Soil Dynamics and Earthquake Engineering, 68, pp. 57{68 (2014). 43. Cao, Z., Youd, T.L., and Yuan, X. Chinese dynamic penetration test for liquefaction evaluation in gravelly soils", Geotechnical and Geoenvironmental Engineering, 139(8), pp. 1320{1333 (2013). 44. Kim, J., Kawai, T., Kazama, M., and Mori, T. Density index for estimating the postliquefaction volumetric strain of silty soils", International Journal of Geomechanics, 16(5), C4015005 (2016). DOI: 10.1061/(ASCE)GM.1943-5622.0000574 45. Dewoolkar, M., Hargy, J., Anderson, I., Alba, P.D., and Olson, S.M. Residual and postliquefaction strength of a lique_able sand", Journal of Geotechnical and Geoenvironmental Engineering, 142(2), 04015068 (2015). DOI: 10.1061/(ASCE)GT.1943-5606.0001374 46. Ishihara, K., Harada, K., Lee, W.F., Chan, C.C., and Sa_ullah, A.M.M. Post-liquefaction settlement analysis based on the volume change characteristics of undisturbed and reconstituted samples", Soils and Foundations, 56(3), pp. 533{546 (2016). 47. Kim, J., Kawai, T., and Kazama, M. Laboratory testing procedure to assess post-liquefaction deformation potential", Soils and Foundation, 57, pp. 905{919 (2017). 48. Kramer, S.L., Sideras, S.S., and Green_eld, M.W. The timing of liquefaction and its utility in liquefaction hazard evaluation", Soil Dynamics and Earthquake Engineering, 91(C), pp. 133{146 (2016). DOI: 10.1016/j.soildyn.2016.07.025 656 E. Ghorbani and A.M. Rajabi/Scientia Iranica, Transactions A: Civil Engineering 27 (2020) 639{656 49. CSA (Canadian Standard Association), Risk Management: Guideline for Decision-Makers (CAN/CSAQ850- 97), Rexdale, Ontario: Canadian Standard Association (1997). 50. Vahdat, K., Smith, N.J., and Amiri, G.G. Fuzzy multicriteria for developing a risk management system in seismically prone area", Socia-Economic Planning Sciences, 48, pp. 235{248 (2014). 51. Baker, J.W. and Faber, M.H. Liquefaction risk assessment using geostatistics to account for soil special variability", Geotechnical and Geoenvironmental Engineering, 134(1), pp. 14{23 (2008). 52. Kramer, S.L. and May_eld, R.T. Performance-based liquefaction hazard evaluation", Earthquake Engineering and Soil Dynamics, Geo-Frontiers Congress, January 24-26, Austin, Texas, United States (2005). DOI: 10.1061/40779(158)21
)