전산구조공학 (Computational Structural Engineering)

한국전산구조공학회 (Computational Structural Engineering Institute of Korea)
권호 표지

지반의 불확실성과 신뢰성 해석

Reliability Analysis of Soil Uncertainty

  • 윤길림 (한국해양과학기술원 연안공학연구본부) ;
  • 김선빈 (한국해양과학기술원 연안공학연구본부) ;
  • 이진학 (한국해양과학기술원 연안공학연구본부)
  • 발행 : 2015.09.01
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초록

키워드

참고문헌

  1. 윤길림 (2000), "지반조사시 토질의 불확실성 분석", 새로운 지반조사 및 평가 분석기술, 한국건설기술연구원 국제심포지엄논문집, pp.101-130.
  2. Akira Asoake and Dimitri A-Grivas (1982), "Spatial Variability of The Undrained Strength of Clays", Journal of Geotechnical Engineering, ASCE, pp.743-754.
  3. Baecher, G., (1982), "Statistical Methods in Site characterization", Proceedings of Engineering Foundation Conference on Updating Subsurface Sampling and testing, Santa barbara, USA, pp.463-491.
  4. Baecher, G. B., and Christian, J. T. (2003), Reliability and Statistical in Geotechnical Engineering, John Wiley & Sons Ltd.
  5. Bond, A. and Harris, A. (2008), Decoding Eurocode 7, Taylor & Francis, London and New York.
  6. Chiasson, Paul, Jean Lafleur, Michel Soulie, and K. Tim Law, (1995), "Characterizing spatial variability of a clay by Geostatistics", Canadian Geotechnical Journal, Vol. 32.
  7. Duncan, J. M. (2000), "Factors of Safety and Reliability in Geotechnical Engineering", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.126, No.4, pp.307-316. https://doi.org/10.1061/(ASCE)1090-0241(2000)126:4(307)
  8. Foye, K. C., Salgado, R., and Scott, B. (2006), "Assessment of variable uncertainties for reliability-based design of foundation", Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.132, No.9, pp.1197-1207. https://doi.org/10.1061/(ASCE)1090-0241(2006)132:9(1197)
  9. Ovesen, N.K., (1995), Eurocode 7 for geotechnical design. Proceedings of Bengt B. Broms Symposium on Geotechnical Engineering, Singapore, 1.
  10. Ravi, V., (1992), "Statistical modelling of spatial variability of undrained strength", Canadian Geotechnical Journal, Vol. 29.
  11. Schneider, H.R., 1997. Definition and determination of characteristic soil properties. Proceedings of XII International Conference on Soil Mechanics and Geotechnical Engineering, Hamburg, Balkema, Rotterdam, 1.
  12. Student, 1908.The probable error of a mean. Biometrika, 6.
  13. Terzaghi, K. and Peck, R. B. (1967) Soil mechanics in engineering practice (2nd edition), John Wiley & Sons, Inc, pp.729.
  14. Trevor L.L. Orr and Eric R. Farrell(1999), Geotechnical Design to Eurocode 7, Springer
  15. Walpole, R. E., Myers, R. H., Myers, S. L., and Ye, K. (2007), Probability & Statistics for Engineering & Scientists, Eighth edition, Pearson Prentice Hall.
  16. Withiam, J. L., Voytko, E. P., Barker, R. M., Duncan, J. M., Kelly, B. C., Musser, S. C., and Elias, V. (1997), Load and resistance design (LRFD) for highway bridge substructures, Federal Highway Administration, Washington, D. C.
  17. Wu and El-Jandali (1985), "Use of Time Series in Geotechnical Data Analysis", Geotechnical Testing Journal, ASTM, Vol. 8, No.4, pp.151-158. https://doi.org/10.1520/GTJ10531J
  18. Yoon, Gil Lim, Yoon, Yeo Won and Kim, Hong Yeon (2010), "Determination of geotechnical characteristic values of marine clay", Georisk: Assessment and Management of Risk for Engineered Systems and Geohazards, Vol. 4, No. 4, pp.51-61. https://doi.org/10.1080/17499510902896612