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NTIS 바로가기지질공학 = The journal of engineering geology, v.33 no.1, 2023년, pp.151 - 167
김정회 (한국가스기술공사 엔지니어링사업처) , 진현식 ((주)HNG컨설턴트 지질및지반 연구부)
This study compares the revised method in loose saturated sandy ground where the LNG storage tank will be installed with an evaluation method by one-dimensional effective stress analysis using the UBC3D-PLM model. Various laboratory and field tests were conducted to establish the parameters necessar...
Atkinson, J.H., Sallfors, G., 1991, Experimental determination of soil properties, Proceedings of the 10th ECSMFE, Florence, 3, 915-956.?
Beaty, M.H., Byrne, P.M., 1998, An effective stress model for predicting liquefaction behaviour of sand, Geotechnical Earthquake Engineering and Soil Dynamics, ASCE Geotechnical Special Publication, 75, 766-777.?
Beaty, M.H., Byrne, P.M., 2011, UBCSAND constitutive model version 904aR, Documentation Report: UBCSAND Constitutive Model on Itasca UDM Web Site.
Bentley Systems International Ltd., 2021, PLAXIS 2D CONNECT Edition V21.01, User Manuals, Delft, Netherlands.?
Boulanger, R.W., Ziotopoulou, K., 2015, PM4Sand (version 3): A sand plasticity model for earthquake engineering applications, Center for Geotechnical Modeling Report No. UCD/CGM-15/01, Department of Civil and Environmental Engineering, University of California, Davis, California.?
Byrne, P.M., 1991, A cyclic shear-volume coupling and pore pressure model for sand, Proceedings of the 2nd International?Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics, St. Louis, Missouri,?47-55.?
Daftari, A., 2015, New approach in prediction of soil liquefaction, Ph.D. Thesis, Faculty of Geosciences, Geo-Engineering?and Mining, Freiberg University of Mining and Technology, 32-70.?
Iai, S., Matsunaga, Y., Kameoka, T., 1990, Strain space plasticity model for cyclic mobility, Report of the Port and Harbour?Research Institute, 29(4), 36-49.?
KCSC, 2018, KDS Code - 17 10 00: Seismic design general, Korean Construction Standards Center (in Korean).?
KISTEC (Korea Infrastructure Safety Corporation), 2020, Seismic performance evaluation guideline for existing structures,?Retrieved from https://www.kistec.or.kr/.?
Park, D., Kwak, D.Y., 2009, Evaluation of liquefaction potential with simplified method and effective-stress site response?analysis, Journal of the Korean Geotechnical Society, 25(3), 75-82.?
Park, E.S., Kim, B.I., 2022, A study on the application of UBC3D-PLM for soil liquefaction analysis, Journal of the Korean?Geosynthetics Society, 21(1), 1-10 (in Korean with English abstract).?
Park, S.S., 2008, Liquefaction evaluation of reclaimed sites using an effective stress analysis and an equivalent linear?analysis, Journal of the Korean Society of Civil Engineers, 28(2C), 83-94 (in Korean with English abstract).?
Puebla, H., Byrne, P.M., Phillips, R., 1997, Analysis of CANLEX liquefaction embankments: Prototype and centrifuge?models, Canadian Geotechnical Journal, 34(5), 641-657.?
Tsegaye, A., 2010, Plaxis liquefaction model, External Report, PLAXIS Knowledge Base.?
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