[1] Pestana, J. M. and L. A. Salvati (2006). "Small-strain behavior of granular soils. I: Model for cemented and uncemented sands and gravels." Journal of geotechnical and geoenvironmental engineering 132(8): 1071-1081.
[2] Idriss, I. M. and H. B. Seed (1968). "Seismic response of horizontal soil lauers." Am Soc Civil Engring J Soil Mech.
[3] Nayfeh, A. H. (2011). Introduction to perturbation techniques, John Wiley & Sons.
[4] Chen, C. and Z.-m. Zhou (2013). "Nonlinear cross-anisotropic model for soils at various strain levels." International Journal of Geomechanics 14(4): 04014012.
[5] Zhang, J., et al. (2005). "Normalized shear modulus and material damping ratio relationships." Journal of Geotechnical and Geoenvironmental Engineering 131(4): 453-464.
[6] Groholski, D. R., et al. (2016). "Simplified model for small-strain nonlinearity and strength in 1D seismic site response analysis." Journal of Geotechnical and Geoenvironmental Engineering 142(9): 04016042.
[7] Hardin, B. O. and V. P. Drnevich (1972). "Shear modulus and damping in soils: measurement and parameter effects." Journal of Soil Mechanics & Foundations Div 98(sm6).
[8] Hashash, Y. M. and D. Park (2001). "Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment." Engineering Geology 62(1-3): 185-206.
[9] Hashash, Y. M. and D. Park (2002). "Viscous damping formulation and high frequency motion propagation in non-linear site response analysis." Soil Dynamics and Earthquake Engineering 22(7): 611-624.
[10] Hashash, Y. M., et al. (2008). "Soil-column depth-dependent seismic site coefficients and hazard maps for the upper Mississippi Embayment." Bulletin of the Seismological Society of America 98(4): 2004-2021.
[11] Ishibashi, I. and X. Zhang (1993). "Unified dynamic shear moduli and damping ratios of sand and clay." Soils and foundations 33(1): 182-191.
[12] Iwasaki, T., et al. (1978). "Shear moduli of sands under cyclic torsional shear loading." Soils and Foundations 18(1): 39-56.
[13] Kokusho, T., et al. (1982). "Dynamic properties of soft clay for wide strain range." Soils and Foundations 22(4): 1-18.
[14] Richart, F. E., et al. (1970). "Vibrations of soils and foundations."
[15] Park, D. and Y. M. Hashash (2004). "Soil damping formulation in nonlinear time domain site response analysis." Journal of Earthquake Engineering 8(02): 249-274.
[16] Phillips, C. and Y. M. Hashash (2008). A simplified constitutive model to simultaneously match 1modulus reduction and damping soil curves for nonlinear site response analysis. Geotechnical Earthquake Engineering and Soil Dynamics IV: 1-10.
[17] Phillips, C. and Y. M. Hashash (2009). "Damping formulation for nonlinear 1D site response analyses." Soil Dynamics and Earthquake Engineering 29(7): 1143-1158.
[18] Saxena, S. K., et al. (1988). "Dynamic moduli and damping ratios for cemented sands at low strains." Canadian Geotechnical Journal 25(2): 353-368.
[19] Seed, H. B., and Idriss, I. M. (1970). “Soil moduli and damping factors for dynamic response analysis.” Rep. No. EERC 70-10, Earthquake Engineering Research Center, Berkeley, Calif.
[20] Seed, H. B., et al. (1986). "Moduli and damping factors for dynamic analyses of cohesionless soils." Journal of geotechnical engineering 112(11): 1016-1032.
[21] Stokoe, K., et al. (1999). Dynamic soil properties: laboratory, field and correlation studies. Proceednings of the 2nd international conference on earthquake geotechnical engineering 1999., AA Balkema.
[22] Stokoe, K., et al. (2004). Development of a new family of normalized modulus reduction and material damping curves. International Workshop on Uncertainties in Nonlinear Soil Properties and their Impact on Modeling Dynamic Soil Response.
[23] Vucetic, M. and R. Dobry (1991). "Effect of soil plasticity on cyclic response." Journal of geotechnical engineering 117(1): 89-107.
[24] Vucetic, M., et al. (1998). "Damping at small strains in cyclic simple shear test." Journal of geotechnical and geoenvironmental engineering 124(7): 585-594.
[25] Zen, K., Umehara, Y., and Hamada, K. ~1978!. “Laboratory tests and in situ seismic survey on vibratory shear modulus of clayey soils with various plasticities.” Proc., 5th Japanese Earthquake Engineering Symp., Japan, 721–728.
[26] Lee, M. K. W., and Finn, W. D. L. (1978). “DESRA-2, dynamic effective stress response analysis of soil deposits with energy transmitting boundary including assessment of liquefaction potential.” Soil Mech. Series No. 38, Univ. of British Columbia, Vancouver, Canada.
[27] Yasuda, N. and N. Matsumoto (1993). "Dynamic deformation characteristics of sands and rockfill materials." Canadian Geotechnical Journal 30(5): 747-757.
[28] Yasuda, N., et al. (1996). "Dynamic deformation characteristics of undisturbed riverbed gravels." Canadian geotechnical journal 33(2): 237-249.
[29] Menq F.-Y., 2003. Dynamic Properties of Sandy and Gravelly Soils (Ph.D. dissertation). University of Texas, Austin, USA.
[30] Senetakis, K., et al. (2013). "Normalized shear modulus reduction and damping ratio curves of quartz sand and rhyolitic crushed rock." Soils and Foundations 53(6): 879-893.
[31] Feng, T., et al. (2019). "Experimental Investigation of Dynamic Characteristics of Subsea Sand-Silt Mixtures." Advances in Civil Engineering 2019.
[32] Darendeli, M. B. (2001). "Development of a new family of normalized modulus reduction and material damping curves."
[33] Zhao, M.-h., He, W., & Wang, H.-h. (2007). Perturbation analysis on post-buckling behavior of pile. Journal of Central South University of Technology, 14(6), 853-857.
[34] Hambleton, J., & Sloan, S. (2011). Coordinate perturbation method for upper bound limit analysis. Paper presented at the 2nd International symposium on computational geomechanics, Dubrovnik.
[35] Hambleton, J., & Sloan, S. (2013). A perturbation method for optimization of rigid block mechanisms in the kinematic method of limit analysis. Computers and Geotechnics, 48, 260-271.
[36] Liu, S. J., & Wang, H. C. (2012). Interval back analysis on mechanical parameter of geotechnical engineering. Paper presented at the Applied Mechanics and Materials.
[37] Farah, K., Ltifi, M., Abichou, T., & Hassis, H. (2014). Comparison of different probabilistic methods for analyzing slope stability. International Journal of Civil Engineering, 12(3), 264-268.
[38] Acar, Y. B. and E.-T. A. El-Tahir (1986). "Low strain dynamic properties of artificially cemented sand." Journal of Geotechnical Engineering 112(11): 1001-1015.
[39] Kokusho, T. (1980). "Cyclic triaxial test of dynamic soil properties for wide strain range." Soils and foundations 20(2): 45-60.
[40] Sharma, S. S., & Fahey, M. (2003). Degradation of stiffness of cemented calcareous soil in cyclic triaxial tests. Journal of Geotechnical and Geoenvironmental engineering, 129(7), 619-629.
[41] Sharma, S. S. and M. Fahey (2004). "Deformation characteristics of two cemented calcareous soils." Canadian geotechnical journal 41(6): 1139-1151.
[42] Iwasaki, T., Tatsuoka, F. and Takagi, Y. (1976) :"Dynamic shear deformation properties of sand for wide strain range," Report of Civil Engineering Institute, No. 1085, Ministry of Construction (in Japanese).
[43] Ambraseys, N. (1960). On the shear response of a two-dimensional truncated wedge subjected to an arbitrary disturbance. Bulletin of the seismological society of America, 50(1), 45-56.
[44] Gazetas, G. (1987). Seismic response of earth dams: some recent developments. Soil dynamics and earthquake engineering, 6(1), 2-47.
[45] Makdisi, F. I., & Seed, H. B. (1979). Simplified procedure for evaluating embankment response. Journal of Geotechnical and Geoenvironmental engineering, 105(ASCE 15055).
[46] Mononobe, N., Takata, A., & Matumura, M. (1936). Seismic stability of the earth dam. Paper presented at the Proc. 2nd Congress on Large Dams.
[47] Das, B. M., & Ramana , G. V. (2011). Principles of soil dynamics: Cengage Learning.
[48] Ishihara, K. (1996). Soil behaviour in earthquake geotechnics.
[49] Kramer, S. L. (1996). Geotechnical earthquake engineering: Pearson Education India.