[1] T.-T. Tran, S.R. Han, D. Kim, Effect of probabilistic variation in soil properties and profile of site response, Soils and Foundations, 58(6) (2018) 1339-1349.
[2] G.W. Rathod, K.S. Rao, K.K. Gupta, Monte Carlo Simulation for modelling uncertainties in ground response analysis, Japanese Geotechnical Society Special Publication, 2(19) (2016) 709-714.
[3] E.E. Haber, C. Cornou, D.Y. Abdelmassih, D. Jongmans, T. Al-Bittar, F. Loppez-Caballero, Effect of the 2D Spatial Variability of Linear Soil Properties on the Variability of Surface Ground Motion Coherency, in: Geotechnical Earthquake Engineering and Soil Dynamics V: Seismic Hazard Analysis, Earthquake Ground Motions, and Regional-Scale Assessment, American Society of Civil Engineers Reston, VA, 2018, pp. 348-358.
[4] K.-K. Phoon, F.H. Kulhawy, Characterization of geotechnical variability, Can Geotech J, 36(4) (1999) 612-624.
[5] A. Nobahar, Effects of soil spatial variability on soil-structure interaction, Doctoral (PhD) Thesis, Faculty of Engineering and Applied Science, Memorial University of Newfoundland, 2003.
[6] H. Kim, Spatial variability in soils: stiffness and strength, PhD Thesis, Faculty of Civil and Environmental Engineering, Georgia Institute of Technology, 2005.
[7] E.H. Vanmarcke, Probabilistic modeling of soil profiles, Journal of the geotechnical engineering division, 103(11) (1977) 1227-1246.
[8] D.V. Griffiths, G. Fenton, Risk assessment in geotechnical engineering, John wiley&Sons, Inc, (2008) 381-400.
[9] A. Ahmed, Simplified and advanced approaches for the probabilistic analysis of shallow foundations, PhD thesis, University of Nantes, 2012.
[10] F. Uribe Castillo, Probabilistic analysis of structures using stochastic finite elements, Universidad Nacional de Colombia-Sede Manizales, 2015.
[11] H.S. Lizarraga, C.G. Lai, Effects of spatial variability of soil properties on the seismic response of an embankment dam, Soil Dyn Earthq Eng, 64 (2014) 113-128.
[12] H. El-Ramly, N. Morgenstern, D. Cruden, Probabilistic stability analysis of a tailings dyke on presheared clay shale, Can Geotech J, 40(1) (2003) 192-208.
[13] R. Alaie, Slope Stability Analysis in Heterogeneous and Anisotropic Soils using
Random Field Theory, Master’s thesis, Guilan University, 2012.
[14] R. Popescu, G. Deodatis, A. Nobahar, Effects of random heterogeneity of soil properties on bearing capacity, Probabilistic Engineering Mechanics, 20(4) (2005) 324-341.
[15] B. Sunardi, J. Nugraha, Peak Ground Acceleration at Surface and Spectral Acceleration for Makassar City Based on a Probabilistic Approach, Jurnal Meteorologi dan Geofisika, 17(1) (2016).
[16] A. Tuncel, Ö.C. Özdag, E. Pamuk, M. Akgün, Comparison of the soil dynamic amplification factor and soil amplification by using microtremor and MASW methods respectively, in: IOP Conference Series: Earth and Environmental Science, IOP Publishing, 2017, pp. 032006.
[17] P. Plengsiri, L.Z. Mase, S. Likitlersuang, Influence of ground variation on site amplification factor of Bangkok subsoils, Master’s thesis, Department of Civil Engineering, Chulalongkorn University, 2018.
[18] K. Bajaj, P. Anbazhagan, Ground motion site amplification factors for deep soil deposits sites in Indo-Gangetic Basin, (2017).
[19] A.T. Council, Quantification of building seismic performance factors, US Department of Homeland Security, FEMA, 2009.
[20] F. Itasca, FLAC-Fast Lagrangian Analysis of Continua, Version. 8.0, in, Itasca Consulting Group, lnc.Minneapolis, 2016.