Scientific Paper
김낙영・류재하・안재광・박두희・손무락・황영철 (2015). “수치해석을 통한 진동감쇠식 맞춤형 암반의 감쇠비 산정”, 한국지반공학회논문집, 31(4), pp. 45-55.
10.7843/kgs.2015.31.4.45양의규・유상화・김종관・김동찬・김석중・한진태 (2021). “수치해석을 통한 대심도 흙막이 시설물의 동적 거동 평가”, 한국지반공학회논문집, 37(12), pp. 89-105.
10.7843/kgs.2021.37.12.89유상화・김동찬・김종관・한진태 (2023). “흙막이 가시설 내진설계를 위한 등가정적해석의 유효성 분석”, 한국지반공학회논문집, 39(9), pp. 35-50.
10.7843/kgs.2023.39.9.35윤종석・한진태・김종관・김동찬・김두기・추연욱 (2022). “동적원심모형실험을 통한 대심도 가설 흙막이 벽체 지진 시 거동 연구”, 한국지반공학회논문집, 38(11), pp. 119-135.
10.7843/kgs.2022.38.11.119이진선・김성남・김동수 (2019). “배수조건에 따른 액상화 수치모델의 거동평가”, 한국지반공학회논문집, 35(11), pp. 63-74.
10.7843/kgs.2019.35.11.63AS 1170.4 (2007). Structural design actions—Part 4: Earthquake actions in Australia, Standards Australia.
Boulanger, R.W. and Ziotopoulou, K. (2017). PM4Sand (Version 3.1): A sand plasticity model for earthquake engineering applications, Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, CA.
Chong, S.H., Kim, J.W. and Cho, G.C. (2014). “Rock mass dynamic test apparatus for estimating the strain-dependent dynamic properties of jointed rock masses”, Geotechnical Testing Journal, 37(2), pp. 311-318.
10.1520/GTJ20120127Dokainish, M.A. and Subbaraj, K. (1988). “Recent developments in finite element analysis of structures”, Applied Mechanics Reviews, 41(9), pp. 261-273.
Hatami, K. and Bathurst, R.J. (2000). “Effect of structural design on fundamental frequency of reinforced-soil retaining walls”, Soil Dynamics and Earthquake Engineering, 19(3), pp. 137-157.
10.1016/S0267-7261(00)00010-5Itasca Consulting Group (2016). FLAC: Fast Lagrangian analysis of continua (Version 8.0), Itasca, MN.
Japan Road Association (1999). Guidelines for Temporary Earth Retaining Structures (道路土工 仮設構造物指針), Japan Road Association, Japan.
Jbara, A. (2024). “Robust exact fixed-time differentiators with filtering capabilities”, Proceedings of the 17th International Workshop on Variable Structure Systems (VSS), IEEE,pp. 226-231.
10.1109/VSS61690.2024.10753396Kim, M.J., Kim, J.H. and Park, D. (2013). “Seismic performance evaluation of NATM tunnel in soft ground using FLAC”, Tunnel and Underground Space, 23(3), pp. 207-215.
Kong, X., Zhang, J., Li, X. and Wang, Y. (2019). “Dynamic response analysis of rock masses considering damping characteristics under seismic loading”, Soil Dynamics and Earthquake Engineering, 121, pp. 179-191.
Koutsoupaki, E.I., Sotiriadis, D., Klimis, N. and Dokas, I. (2023). “Seismic fragility analysis of retaining walls dependent on initial conditions”, Geosciences, 14(1), p. 2.
10.3390/geosciences14010002Kuhlemeyer, R.L. and Lysmer, J. (1973). “Finite element method accuracy for wave propagation problems”, Journal of the Soil Mechanics and Foundations Division, 99(5), pp. 421-427.
10.1061/JSFEAQ.0001885Lee, W.H. and Noh, M.J. (2016). “Dynamic analysis of caisson-type quay wall damaged during the 1995 Kobe earthquake”, Journal of the Korean Geotechnical Society, 32(5), pp. 35-44.
Mejia, L.H. and Dawson, E.M. (2006). “Earthquake deconvolution for FLAC”, Proceedings of the 4th International FLAC Symposium on Numerical Modeling in Geomechanics, Citeseer, Princeton, pp. 4-10.
Ministry of Land, Infrastructure and Transport (2022a). Standard for structural design of construction works-General provisions (KDS 21 10 00), MOLIT.
Ministry of Land, Infrastructure and Transport (2022b). Standard for structural design of temporary retaining structures (KDS 21 30 00), MOLIT.
NZS 1170.5 (2004). Structural design actions—Part 5: Earthquake actions—New Zealand, Standards New Zealand.
Okamoto, S. (1973). Introduction to earthquake engineering, University of Tokyo Press, Tokyo, Japan.
Park, K.T., Kim, D.S. and Kim, N.R. (2010). “Evaluation of seismic performance of underground structures using dynamic numerical analyses”, Journal of Korean Society of Civil Engineers, 30(4), pp. 387-396.
Rehman, S., Zhang, C., Lin, P. and Chen, J. (2024). “Numerical investigation of seismic response of rock–structure systems considering Rayleigh damping”, Engineering Geology, 330, 107393.
Rollins, K.M., Evans, M.D., Diehl, N.B. and Daily, W.D. (1998). “Shear modulus and damping relationships for gravels”, Journal of Geotechnical and Geoenvironmental Engineering, 124(5), pp. 396-405.
10.1061/(ASCE)1090-0241(1998)124:5(396)Schnabel, P.B. and Seed, H.B. (1973). “Accelerations in rock for earthquakes in the western United States”, Bulletin of the Seismological Society of America, 63(2), pp. 501-516.
10.1785/BSSA0630020750- Publisher :KOREAN ASPHALT INSTITUTE
- Publisher(Ko) :한국아스팔트학회
- Journal Title :Journal of the Korean Asphalt Institute
- Journal Title(Ko) :한국아스팔트학회지
- Volume : 15
- No :2
- Pages :207-224
- Received Date : 2025-12-01
- Revised Date : 2025-12-05
- Accepted Date : 2025-12-05
- DOI :https://doi.org/10.22702/jkai.2025.15.2.16


Journal of the Korean Asphalt Institute





