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1 
Argyroudis, S., Kaynia, A. M. and Pitilakis, K. (2013). "Development of fragility functions for geotechnical constructions: Application to cantilever retaining walls." Soil Dynamics and Earthquake Engineering, Vol. 50, pp. 106-116. 10.1016/j.soildyn.2013.02.014 DOI
2 
Chiou, J. S., Chiang, C. H., Yang, H. H. and Hsu, S. Y. (2011). "Developing fragility curves for a pile-supported wharf." Soil Dynamics and Earthquake Engineering, Vol. 31, No. 5, pp. 830-840. 10.1016/j.soildyn.2011.01.011 DOI
3 
Coulomb, C. A. (1776). "Essay on maximums and minimums of rules to some static problems relating to architecture." Academie Royale Des Sciences, Vol. 7, pp. 343-382 (in French).
4 
Darendeli, M. B. (2001). Development of a new family of normalized modulus reduction and material damping curves, Ph.D. Dissertation, Civil Engineering, University of Texas at Austin, USA.
5 
Green, R. A. and Ebeling, R. M. (2002). "Seismic analysis of cantilever retaining walls, Phase I." Earthquake Engineering Research Program, U.S. Army Corps of Engineers, Washington, DC, USA. 10.21236/ADA408335 DOI
6 
Green, R. A., Olgun, C. G. and Cameron, W. I. (2008). "Response and modeling of cantilever retaining walls subjected to seismic motions." Computer-Aided Civil and Infrastructure Engineering, Vol. 23, pp. 309-322. 10.1111/j.1467-8667.2007.00538.x DOI
7 
Hashash, Y. M. A., Musgrove, M. I., Harmon, J. A., Ilhan, O., Xing, G., Groholski, D. R., Phillips, C. A. and Park, D. (2020). DEEPSOIL 7.0, User Manual, Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign.
8 
Huang, Y., Hu, H. and Xiong, M. (2019). "Performance-based seismic fragility analysis of retaining walls based on the probability density evolution method." Structure and Infrastructure Engineering, Vol. 15, No. 1, pp. 103-112. 10.1080/15732479.2018.1520906 DOI
9 
Itasca (2011). FLAC (Fast Lagrangian Analysis of Continua) user's manual-dynamic analysis, Itasca Consulting Group, Minneapolis, MN.
10 
Jo, S. B., Ha, J. G., Yoo, M. T., Choo, Y. W. and Kim, D. W. (2014). "Seismic behavior of an inverted T-shape flexible retaining wall via dynamic centrifuge tests." Bulleting of Earthquake Engineering, Vol. 12, pp. 961-980. 10.1007/s10518-013-9558-9 DOI
11 
Kakderi, K. and Pitilakis, K. (2010). "Seismic analysis and fragility curves of gravity waterfront structures." International Conferences on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics.
12 
Kim, J. S., Lim, J. H., Jung, Y. S., Kwon, M. H. (2018). "Seismic fragility evaluation of retaining wall by 2D finite element analysis." Journal of the Korean Society for Advanced Composite Structures, Vol. 9, No. 3, pp. 21-27 (in Korean). 10.11004/kosacs.2018.9.3.021 DOI
13 
Kim, W. C., Park, D. and Kim, B. (2010). "Development of a generalised formula for dynamic active earth pressure." Geotechnique, Vol. 60, No. 9, pp. 723-727. 10.1680/geot.09.T.001 DOI
14 
Korea Electric Power Corporation (KEPCO) (2017). Study on seismic reinforcement plans for existing transmission and distribution cable tunnels and electric facilities around the Yangsan fault (in Korean).
15 
Lee, J. S., Chae, H. G., Kim, D. S., Jo, S. B. and Park, H. J. (2015). "Numerical analysis of inverted T-type wall under seismic loading." Computers and Geotechnics, Vol. 66, pp. 85-95. 10.1016/j.compgeo.2015.01.013 DOI
16 
Lysmer, J. and Kuhlemeyer, R. L. (1969). "Finite dynamic model for infinite media." Journal of Engineering Mechanics, Vol. 95, No. 4, pp. 859-77. 10.1061/JMCEA3.0001144 DOI
17 
Matasovic, N. (1993). Seismic response of composite horizontally- layered soil deposits, Ph.D. Dissertation, University of California, Los Angeles.
18 
Ministry of Land, Transport and Maritime Affairs (MOLIT) (2008). Standardized shop drawings of retaining wall (in Korean).
19 
Ministry of Public Safety and Security (MPSS) (2017). Minimum requirements for seismic design, Sejong, Korea (in Korean).
20 
Mononobe, N. and Matsuo, O. (1929). "On the determination of earth pressure during earthquakes." In: Proceeding of the World Engineering Congress, Vol. 9, pp. 179-187.
21 
Okabe, S. (1924). "General theory on earth pressure and seismic stability of retaining walls and dams." Journal of the Japanese Society of Civil Engineering, Vol. 10, No. 6, pp. 1277-1323.
22 
Rankine, W. J. M. (1857). "On the stability of loose earth." Philosophical Transactions of the Royal Society B, Vol. 1, pp. 9-27.
23 
Zamiran, S. and Osouli, A. (2018). "Seismic motion response and fragility analyses of cantilever retaining walls with cohesive backfill." Soils and Foundations, Vol. 58, No. 2, pp. 412-426. 10.1016/j.sandf.2018.02.010 DOI