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NTIS 바로가기韓國地盤工學會論文集 = Journal of the Korean geotechnical society, v.38 no.5, 2022년, pp.19 - 33
김광준 (원광대학교 토목환경공학과) , 김현국 (국토안전관리원) , 김성렬 (서울대학교 건설환경공학부) , 이진선 (원광대학교 토목환경공학과)
Newmark's sliding block analysis is the most commonly used method for predicting earthquake-induced permanent displacement of embankment slopes. Additionally, it yields the amount of slip circle sliding using the limit equilibrium theory. Thus, permanent displacement does not occur until the seismic...
American Society of Civil Engineers (ASCE) (2017), Minimum design and associate criteria for buildings and other structures, ASCE standard no. 7-16.
American Society of Civil Engineers (ASCE) (2000), Seismic analysis of safety-related nuclear structures: ASCE 4-98.
British Standards Institution (BSI) (2005), Eurocode 8. Design of Structures for Earthquake Resistance, Part 5: Foundations, Retaining Structures and Geotechnical Aspects: BS EN 1998-5:2004.
British Standards Institution (BSI) (2005), Eurocode 8. Design of structures for earthquake resistance, part 1: general rules, seismic actions and rules for build ings: BS EN 1998-1:2004.
Chopra, A. K. (1966), Earthquake effect on dams, University of California, BErkeley.
EAK (2000), Greek code for seismic resistant structures, Organization of seismic resistant planning and protection, Athens, in Greek.
Geoslope International (2021), Dynamic Earthquake Modeling with Geostudio, Available at: http://www.geoslope.com
Hashash, Y.M.A., Musgrove, M.I., Harmon, J.A., Ilhan, O., Xing, G., Numanoglu, O., 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. Available at: http://deepsoil.cee.illinois.edu
Ishibashi, I. and Zhang, X. (1993), Unified Dynamic Shear Moduli and Damping Ratio of Sand and Clay, Soil and Foundationsm, 1993, Vol.33, No.1, pp.182-191.
Japanese road association (2012), Road bridge specification.commentary to dynamics, V, Seismic design.
Korea Infrastructure Safety & Technology Corporation (KALIS) (2021), Seismic Performance Evaluation Guideline for Existing Structure (Embankment and Enclosure Dam), Available at: https://www.kalis.or.kr/wpge/m_373/info/info100107.do (in Korean).
Kim, D. S. and Choo, Y. W. (2001), Dynamic Deformation Characteristics of Cohesionless Soils Using Resonant Column Test, Korea Geotechnical Society, Vol.17, No.5, pp.115-128 (in Korean).
Kramer, S. L. (1996), Geotechnical earthquake engineering, New Jersey: Prentice Hall.
Korea Rural Community Corporation (KRC) (1994), Comprehensive report on the Saemangeum Reclamation Comprehensive Development Survey Design (in Korean).
Lee, J.S, Liu, Q.H., and Park, H.J. (2019), Effect of Earthquake Motion on the Permanent Displacement of Embankment Slopes, KSCE J. of civil engineering, Vol.23, No.10, pp.4174-4189. DOI 10.1007/s12205-019-1833-0.
Makdisi, F.I. and Seed, H.B. (1977), A Simplified Procedure for Estimating Earthquake-indeced Deformations in Dams and Embankments, Earthquake Engineering Research Center, Report No. UCB/EERC-77/19. UC California, Berkley.
Ministry of Agriculture, Food and Rural Affairs (MAFRA) (2019), Design of a sea level reclamation seawall KDS 67 65 20: 2019, in Korean.
Masing, G. (1926), Eigenspannungen und Verfestigung beim Messing, Proceedings of the Second International Congress of Applied Mechanics, Zurich, Switzerland, pp. 332-335 (in German). c1926.
Mejia, L. H. and Dawson, E. M. (2006), Earthquake deconvolution for FLAC. Proceedings of 4th International FLAC Symposium on Numerical Modeling in Geomechanics. Madrid. Spain. ISBN 0-9767577-0-2. 2006;4-10.
Ministry of Oceans and Fisheries (MOF) (2016), Design standards for coastal facilities (in Korean).
Ministry of Oceans and Fisheries (MOF) (1999), Seismic Design Standards for Ports and Fishery Harbors Facilities (in Korean).
Ministry of Land, Infrastructure, Transport and Tourism (MLITT) (2013), Tsunami Resistance Design Guidelines for seawalls (chest walls) in Ports and harbors (in Japanese).
Ministry of Land, Infrastructure, Transport and Tourism (MLITT) (2016), Guidelines and explanations for seismic performance inspection of river structures (in Japanese).
Ministry of the Interior and Safety (MOIS) (2017), Common Applications of Seismic Design Standards (in Korean).
Ministry of Land, Infrastructure and Transport (MOLIT) (2018), General Seismic Design KDS 17 10 00: 2018 (in Korean).
Newmark, N. M., D.Sc., Ph.D., M. S., M.I.C.E. (1965), Effects of Earthquakes on Dams and Embankments, Geotechnique, Vol.15, No.2, pp.139-160. DOI:10.1680/geot.1965.15.2.139.
per le Costruzione, N. T. (2018), Aggiornamento delle Norme tecniche per le costruzioni, Gazzetta Ufficiale Serie Generale, (42) (in Italian).
Rollins, K. M., Singh, M., and Roy, J. (2020), Simplified Equations for Shear-Modulus Degradation and Damping of Gravels, Journal of Geotechnical and Geoenvironmental Engineering, Vol.146, No.9, 04020076. DOI:10.1061/(asce)gt.1943-5606.0002300.
Seed, H. B., Wong, R. T., Idriss, I. M., and Tokimatsu, K. (1986), Moduli and Damping Factors for Dynamic Analyses of Cohesionless Soils, Journal of Geotechnical Engineering, Vol.112, No.11, pp. 1016-1032. DOI:10.1061/(asce)0733-9410(1986)112:11(1016).
Seismosoft (2021, April 13), Earthquake Engineering Software Solutions. Retrieved August 30, 2021, from https://seismosoft.com/
Special Act on The Safety Control and Maintenance of Establishments, 17551 § 21(2020). Ministry of Land, Infrastructure and Transport.
Spencer, E. (1968), A Method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces, Geotechnique, Vol.18, No.3, pp.384-386.
Standards New Zealand (SNZ) (2004), Structural design actions - part 5: earthquake actions - New Zealand (NZS1170.5:2004).
Tide embankment Managemet Act. 17317. § 2-3 (2020), Ministry of Agrifulture, Food and Rural Affairs.
United States Army Corps of Engineers (USACE) (2016), Engineering and Design Earthquake Design and Evaluation for Civil Works Projects:ER 1110-2-1806.
Vucetic, M. and Dobry, R. (1991), Effect of Soil Plasticity on Cyclic Response, Journal of Geotechnical Engineering, Vol.117, No.1, pp.89-107. DOI:10.1061/(asce)0733-9410(1991)117:1(89).
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