[1] Dong J., Wang C., Lee C., Liao J., Pan Y. The influence of surface ruptures on building damage in the 1999 Chi-Chi earthquake: a case study in Fengyuan City. Eng Geol 2004;71:157–79. doi:10.1016/S0013-7952(03)00131-5.
[2] Papadimitriou EE, Karakostas VG, Papazachos BC. Rupture zones in the area of the 17.08. 99 Izmit (NW Turkey) large earthquake (Mw 7.4) and stress changes caused by its generation. J Seismol 2001;5:269–76.
[3] Anastasopoulos I, Gazetas G. Foundation–structure systems over a rupturing normal fault: Part I. Observations after the Kocaeli 1999 earthquake. Bull Earthq Eng 2007;5:253–75. doi:10.1007/s10518-007-9029-2.
[4] Bray JD. Developing mitigation measures for the hazards associated with earthquake surface fault rupture. Work. Seism. fault-induced Fail. remedies damage to urban Facil. Univ. Tokyo Press, 2001, p. 55–79.
[5] Faccioli E, Anastasopoulos I, Gazetas G, Callerio A, Paolucci R. Fault rupture–foundation interaction: selected case histories. Bull Earthq Eng 2008;6:557–83. doi:10.1007/s10518-008-9089-y.
[6] Mortazavi Zanjani M, Soroush A, Khoshini M. Two-dimensional numerical modeling of fault rupture propagation through earth dams under steady state seepage. Soil Dyn Earthq Eng 2016;88:60–71. doi:10.1016/j.soildyn.2016.05.012.
[7] Rasouli H, Fatahi B. Geofoam blocks to protect buried pipelines subjected to strike-slip fault rupture. Geotext Geomembranes 2020;48:257–74. doi:10.1016/j.geotexmem.2019.11.011.
[8] Cole DA, Lade P V. Influence Zones in Alluvium Over DipāSlip Faults. J Geotech Eng 1984;110:599–615. doi:10.1061/(ASCE)0733-9410(1984)110:5(599).
[9] Bray JD, Seed RB, Seed HB. Analysis of Earthquake Fault Rupture Propagation through Cohesive Soil. J Geotech Eng 1994;120:562–80. doi:10.1061/(ASCE)0733-9410(1994)120:3(562).
[10] Lee J-C, Rubin C, Mueller K, Chen Y-G, Chan Y-C, Sieh K, et al. Quantitative analysis of movement along an earthquake thrust scarp: a case study of a vertical exposure of the 1999 surface rupture of the Chelungpu fault at Wufeng, Western Taiwan. J Asian Earth Sci 2004;23:263–73. doi:10.1016/S1367-9120(03)00122-6.
[11] LEE JW, HAMADA M. An experimental study on earthquake fault rupture propagation through a sandy soil deposit. Struct Eng / Earthq Eng 2005;22:1s-13s. doi:10.2208/jsceseee.22.1s.
[12] Garcia FE, Bray JD. Distinct element simulations of earthquake fault rupture through materials of varying density. Soils Found 2018;58:986–1000. doi:10.1016/j.sandf.2018.05.009.
[13] Yi J, Yang H, Li J. Experimental and numerical study on isolated simply-supported bridges subjected to a fault rupture. Soil Dyn Earthq Eng 2019;127:105819. doi:10.1016/j.soildyn.2019.105819.
[14] MOUSAVI SM, Jafari MK, Kamalian M, SHAFIEI A. Experimental investigation of reverse fault rupture-rigid shallow foundation interaction 2010.
[15] Oettle NK, Bray JD. Geotechnical Mitigation Strategies for Earthquake Surface Fault Rupture. J Geotech Geoenvironmental Eng 2013;139:1864–74. doi:10.1061/(ASCE)GT.1943-5606.0000933.
[16] Anastasopoulos I, Callerio A, Bransby MF, Davies MCR, Nahas A El, Faccioli E, et al. Numerical analyses of fault–foundation interaction. Bull Earthq Eng 2008;6:645–75. doi:10.1007/s10518-008-9078-1.
[17] Baziar MH, Nabizadeh A, Jabbary M. Numerical modeling of interaction between dip-slip fault and shallow foundation. Bull Earthq Eng 2015;13:1613–32. doi:10.1007/s10518-014-9690-1.
[18] Hazeghian M, Soroush A. Numerical modeling of dip-slip faulting through granular soils using DEM. Soil Dyn Earthq Eng 2017;97:155–71. doi:10.1016/j.soildyn.2017.03.021.
[19] Lin M-L, Chung C-F, Jeng F-S. Deformation of overburden soil induced by thrust fault slip. Eng Geol 2006;88:70–89. doi:10.1016/j.enggeo.2006.08.004.
[20] Johansson J, Konagai K. Fault induced permanent ground deformations: Experimental verification of wet and dry soil, numerical findings’ relation to field observations of tunnel damage and implications for design. Soil Dyn Earthq Eng 2007;27:938–56. doi:10.1016/j.soildyn.2007.01.007.
[21] Mortazavi Zanjani M, Soroush A. Numerical modelling of fault rupture propagation through layered sands. Eur J Environ Civ Eng 2019;23:1139–55. doi:10.1080/19648189.2017.1344148.
[22] Anastasopoulos I, Gazetas G. Analysis of cut-and-cover tunnels against large tectonic deformation. Bull Earthq Eng 2010;8:283–307. doi:10.1007/s10518-009-9135-4.
[23] Bransby MF, Davies MCR, El Nahas A, Nagaoka S. Centrifuge modelling of reverse fault–foundation interaction. Bull Earthq Eng 2008;6:607–28. doi:10.1007/s10518-008-9080-7.