REFERENCES Chen Z. S., Meng S. J., Li Y.R., et al. “A Study on the Analysis Method of Soil Layer Seismic Response in Seasonal Frozen Site”, Applied Mechanics & Materials, Vol. 238, pp. 872-875, 2012.Yaghmaei-Sabegh S., “A wavelet-based procedure for mining of pulse-like ground motions features in response spectra”, International Journal of Engineering, Transaction B: Applications, Vol. 25, No. 1, (2012), 39-50.Zhou C. X., Zheng S. P., Ye Y. Q. “Influence of Silt Soil Layer on the Space Seismic Design Response Spectrum”, Applied Mechanics & Materials, Vol. 624, pp. 622-625, 2014.Giulio G. D., Improta L., Calderoni G., et al. “A study of the seismic response of the city of Benevento (Southern Italy) through a combined analysis of seismological and geological data”, Engineering Geology, Vol. 97, No. 3,pp. 146-170, 2008.Mohanty S., Patra N.R. “Assessment of Liquefaction Potential of Pond Ash at Panipat in India Using SHAKE2000”, Geocongress, No.225,pp.1829-1838, 2012.Ordonez.G.A. User\'s manual of SHAKE-2000: a computer program for the 1-D analysis of geotechnical earthquake engineering problems, Engineering Geology, 2004.Martirosyan, A., Biswas,N., Dutta, U., et al. “Ground Motion Analysis in the Anchorage Basin: 1-D Approach”, Journal of Earthquake Engineering, Vol.7, No.2, pp. 251-274, 2003.Liao,Z.P. “Seismic microzonation. Beijing: Seismological Press, 1989.(in Chinese)Li, X. F., Sun, R., Yuan, X. M. “Study on the Comparison of Existing Equivalent Linear Response Analysis Program Based on KiK-net”, China Earthquake Engineering Journal, Vol. 37, No. 1, pp. 144-151, 2015. (in Chinese)National Standard of the People，s Republic of China, Code for seismic safety evaluation of engineering sites(GB 17741-2005). Beijing: Chinese Standard Press, 2005.Qi, W. H., Bo, J. S., Liu, D. D., et al. “A test for three programs of soil layer seismic response analysis by strong earthquake record”. Earthquake Engineering and Engineering Dynamics, Vol. 25, No. 5,(2005) ,30-33.National Standard of the People，s Republic of China, Code for seismic design of building (GB 50011-2010). Beijing: China Architecture & Building Press, 2010.Ye, G. B., Guo, Y. F. (2010). “Test Analysis on Shear Strength Increment of Soft Soil under Embankment Fill”. Electronic Journal of Geotechnical Engineering, Vol. 15,(2010), 1-9.Sun, R., Chen, H. J., Yuan, X. M. (2012). “Uncertainty of non-linear dynamic shear modulus ratio and damping ratio of soil”. Journal of Geotechnical Engineering, Vol. 32, No. 8, (2012),1228-1235. (in Chinese)National Standard of the People，s Republic of China, Chinese seismic intensity scale(GB/T 17742-2008). Beijing: Chinese Standard Press, 2008.