References
- [1]. Liteanu, E., (1951). Geology of Bucharest city zone, St.Tehn.Econ., E, 1, Bucharest (in Romanian)
- [2]. Arion, C., 2004: Report on soil tests and investigations (laboratory and field experiments), JICA/CNRRS.
- [3]. Bălan, Ştefan; Cristescu, Valeriu; Cornea, Ion: Cutremurul de pămant din Romậnia de la 4 martie 1977. Editura Academiei Republicii Socialiste Romậnia, Bucureşti, 1982.
- [4]. Hayashi, K, and Suzuki, H, (2004). “CMP cross-correlation analysis of multi-channel surface-wave data,” Exploration Geophysics, Vol 35, pp7-13.10.1071/EG04007
- [5]. Youd, T.L., Idriss I.M., Andrus R., Arango I., Castro G., Christian J., Dobry R., Liam Finn W., Harder Jr. L., Hynes M.E., Ishihara K., Koester J., Liao S., Marcuson III W., Martin G., Mitchell J., Moriwaki Y., Power M., Robertson P., Seed R., Stokoe II K. (2001) „Liquefaction resistance of soils: summary report from the 1996 NCEER and 1998 NCEER/NSF workshops on evaluation of liquefaction of soils”, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 127, No. 10, 817-883.10.1061/(ASCE)1090-0241(2001)127:10(817)
- [6]. Ishihara, K. & Perlea V. (1984). Liquefaction-associated ground damage during the Vrancea earthquake of March 4, 1977, Soils and Foundations, Japanese Soc. of Soil Mech. And Found. Engineering, vol.24, no.1, 90-112.
- [7]. Seed, H.B., Idriss, I.M. (1971). Simplified Procedure for Evaluating Soil Liquefaction Potential, J. Soil. Mech. Foundat. Div., ASCE vol. 97, no. SM9, 1971, 1249-1273.
- [8]. Seed, H.B. (1979). Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground During Earthquakes, J. Geotech. Engg Div., ASCE vol. 105, no. GT2, 201-255.10.1061/AJGEB6.0000768
- [9]. Seed, H.B., Idriss, I.M., Arango, I. (1983). Evaluation of Liquefaction Potential Using Field Performance Data, J. of Geotech. Eng vol. 109, no. 3, 458-482.10.1061/(ASCE)0733-9410(1983)109:3(458)
- [10]. Seed, H.B., Tokimatsu, K., Harder, L.F., Chung, R.M. (1984). The Influence of SPT Procedures in Soil Liquefaction Resistance Evaluations, Report no. UCB/EERC-84/15. Berkeley, California.
- [11]. Seed, H.B., Tokimatsu K., Harder L.F., Chung R. (1985). Influence of SPT procedures in soil liquefaction resistance evaluations, J. Geotechnical Eng., ASCE 111(12), 1425-1445.10.1061/(ASCE)0733-9410(1985)111:12(1425)
- [12]. NCEER (1997) “Proceedings of the NCEER Workshop on Evaluation of Liquefaction Resistance of Soils”, Youd, T.L., Idriss, I.M., eds., Technical Report No. NCEER-97-0022, 41-88.
- [13]. Ishihara K. (1985). Stability of natural deposits during earthquakes. In Eleventh International Conference on Soil Mechanics and Foundation Engineering, (pp. 321–376).
- [14]. Ishihara, K. (1993). Liquefaction and flow failure during earthquakes, Geotechnique, Vol.43, No.3, pp.351-415.
- [15]. Seed, H.B., Harder L.F. (1990). SPT-based analysis of cyclic pore pressure generation and undrained residual strength, Proc. Seed Memorial Symposium, J.M. Duncan, BiTech Publishers, Vancouver, pp.351-376.
- [16]. Andrus, R.D. & Stokoe K.H. (1997). Liquefaction Resistance of Soils from Shear-Wave Velocity. In NCEER Workshop on Evaluation of Liquefaction Resistance of Soils, NCEER (pp. 89-128). Buffalo, USA.
- [17]. Andrus, R.D., Stokoe K.H., Chung R.M. & Juang C.H. (2003). Guidelines for evaluating liquefaction resistance using shear wave velocity measurements and simplified procedures, NIST GCR 03-854, MD.
- [18]. Robertson, P.K., Woeller D.J., Finn W.D.L. (1992). Seismic Cone Penetration Test for evaluating liquefaction potential under cyclic loading, Canada Geotechnical Journal, Ottawa, Canada, vol.29, pp. 686-695.