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NTIS 바로가기한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.27 no.5, 2023년, pp.221 - 230
김한샘 (한국지질자원연구원 지진연구센터) , 선창국 (한국지질자원연구원 지진연구센터) , 하익수 (경남대학교 재난안전건설학과)
This study proposes a methodology for assessing seismic liquefaction hazard by implementing high-resolution three-dimensional (3D) ground models with high-density/high-precision site investigation data acquired in an area of interest, which would be linked to geotechnical numerical analysis tools. I...
Dey B, Dikshit P, Sehgal S, Trehan V, Sehgal VK. Intelligent?solutions for earthquake data analysis and prediction for future?smart cities. Computers & Industrial Engineering. 2022;170:108368.
Chou JS, Thedja JPP. Metaheuristic optimization within machine?learning-based classification system for early warnings related to?geotechnical problems. Automation in Construction. 2016;68:65-80.
Kim HS, Ji Y. Three-dimensional geotechnical-layer mapping in Seoul using borehole database and deep neural network-based?model. Engineering Geology. 2022;297:106489.
Kim HS. Geospatial data-driven assessment of earthquake-induced?liquefaction impact mapping using classifier and cluster ensembles.?Applied Soft Computing. 2023;140:110266.
Kim HS, Chung CK. Integrated system for site-specific earthquake?hazard assessment with geotechnical spatial grid information based?on GIS. Natural Hazards. 2016;82:981-1007.
Sun CG, Cho CS, Son M, Shin JS. Correlations between shear wave?velocity and in-situ penetration test results for Korean soil deposits.?Pure and Applied Geophysics. 2013;170:271-281.
Cho HI, Lee MG, Sun CG, Kim HS. Evaluation of engineering site?conditions in North Gyeongsang Province, South Korea, using a?large database of borehole and standard penetration test data.?Engineering Geology. 2021;294:106306.
Tsai CC, Kishida T, Kuo CH. Unified correlation between SPT-N and?shear wave velocity for a wide range of soil types considering strain-dependent behavior. Soil Dynamics and Earthquake Engineering.?2019;126:105783.
Kalantari AR, Johari A, Zandpour M, Kalantari M. Effect of spatial?variability of soil properties and geostatistical conditional simulation?on reliability characteristics and critical slip surfaces of soil slopes.?Transportation Geotechnics. 2023;39:100933.
Sun CG, Kim HS. GIS-based regional assessment of seismic site?effects considering the spatial uncertainty of site-specific geotechnical characteristics in coastal and inland urban areas.?Geomatics, Natural Hazards and Risk. 2017;8(2):1592-1621.
Isaaks EH, Srivastava RM. Applied geostatistics. c1989.
Korea Institute of Geoscience and Mineral resource. Development of?Dynamic Rupture Based Strong Ground Motion Prediction and Region-Specific Earthquake Early Warning Techniques in Southeastern?Korea. Ministry of Science and ICT. c2021.
ZSoil.PC 2023 Manual: Theory. Lausanne, Switzerland: GeoDev?Sarl; c2023. 286 p. Available from: https://zsoil.com/zsoil-manual/.
Sawicki A, Mierczynski J. Developments in modeling liquefaction of?granular soils, caused by cyclic loads. c2006.
Schanz T, Vermeer P, Bonier P. Formulation and verification of the?Hardening Soil model. Beyond 2000 in Computational Geotechnics.?Balkema, Rotterdam. 11. c1999.
Idriss IM, Boulanger RW. Soil Liquefaction During Earthquakes.?Earthquake Engineering Research Institute. c2008.
Ishihara K, Yamazaki A, Haga K. Liquefaction of K0-consolidated?sand under cyclic rotation of principal stress direction with lateral?constraint. Soils and Foundations. 1985;25(4):63-74.
Iwasaki T, Tokida KI, Tatsuoka F, Watanabe S, Yasuda S, Sato H.?Mic rozonation for soil liquefac tion potential using simplified?methods. In Proceedings of the 3rd International Conference on?Microzonation. Seattle. 1982 Jun;3(2):1310-1330.
Toprak S, Holzer TL. Liquefaction potential index: Field assessment.?Journal of Geotechnical and Geoenvironmental Engineering. 2003;?129(4):315-322.
Zhang G, Robertson PK, Brachman RW. Estimating liquefaction-induced ground settlements from CPT for level ground. Canadian?Geotechnical Journal. 2002;39(5):1168-1180.
Ishihara K, Yoshimine M. Evaluation of settlements in sand deposits?following liquefaction during earthquakes. Soils and Foundations.?1992;32(1):173-188.
Tonkin & Taylor Ltd. Christchurch Liquefaction Vulnerability Study.?Report Job No: 1000273.v1.2. Christchurch City Council; c2020. 67 p.?Available from: https://ccc.govt.nz/assets/Documents/Environment/Land/CCC-Liquefaction-ReportBody.pdf
Kim HS, Kim M, Baise LG, Kim B. Local and regional evaluation of?liquefaction potential index and liquefaction severity number for?liquefaction-induced sand boils in Pohang, South Korea. Soil?Dynamics and Earthquake Engineering. 2021;141:106459.
Zhu J, Baise LG, Thompson EM. An updated geospatial liquefaction?model for global application. Bulletin of the Seismological Society?of America. 2017;107(3):1365-1385.
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