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NTIS 바로가기지질공학 = The journal of engineering geology, v.20 no.4 = no.66, 2010년, pp.437 - 447
박성욱 (세종대학교 지구정보공학과) , 박혁진 (세종대학교 지구정보공학과)
A probabilistic analysis of slope stability is an appropriate solution in dealing with uncertainty in problems related to engineering geology. In this study, a Monte Carlo simulation was performed to evaluate the performance function that is Barton's equation. A large number of randomly generated va...
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박성욱, 2011, 지상라이다 자료를 이용한 확률론적 암반사면 안정해석, 세종대학교 박사학위논문, 46-87.
한국암반공학회, 2007, 사면공학, 261-285
황현식, 박정수, 2001, 격자기반 라틴 하이퍼큐브의 계획의 제안, Proceedings of the Autumn conference, Korean Statistical Society, 115-1220.
Ayyub, BM. and Haldar, A., 1985, Decision in construction operation, Journal of Construction Engineering and Management Division, ASCE, 111(4), 343-357.
Barton, N.R. and V. Choubey, 1977, The shear strength of rock joints in theory and practice, J. of Rock Mech., 10, 1-54.
Casagrande, A., 1965, Role of the calculated risk in earthwork and foundation engineering, J. of the Soil Mech. Div., ASCE, 34(2), 169-188.
Chowdhury, R., 2010, Geotechnical Slope Analysis, CRC press, 541p.
Haldar, A. and Mahadevan, S., 2000, Probability, Reliability, and Statistical Methods in Engineering Design, John Wiley and Sons, 258-259.
Kim, H. and Major, G., 1978, Application of Monte Carlo technique to slope stability analyses. Proceedings of 19th U.S. Symposium on Rock Mech. 42-50.
Kulatilake, P.H.S.W., Finley, RE. and Ghosh, A, 1985, Effect of variability of joint orientation and strength on factor of safety of wedge failure, Proceedings of International Symposium on Fundamentals of Rock Joints, 25-33.
Low, B.K, 1997, Reliability analysis of rock wedges, J of Geotechnical and Geoenvironmental Engineering, 123(6), 498-505.
McMahon, B.K, 1971, Statistical methods for the design of rock slopes, 1st Austrailian-New Zealand Conference on Geomechanics, 314-321.
Morgenstern, N.R., El-Ramly, H. and Cruden, D.M., 2002, Probabilistic slope stability analysis for practice, Canadian Geotech. J., 665-683.
Muralha, J., 1991, A probabilistic approach to the stability of rock slope, 7th Congress of the ISRM, Germany, A.A.Balkema, 921-927.
Muralha, J. and Trunk, U., 1993, Stability of rock blocks-Evaluation of failure probabilities by Monte Carlo and first order reliability methods, International Symposium on Assessment and Prevention of Failure Phenomena in Rock Engineering, Turkey, 759-765.
Nilsen, B., 2000, New trends in rock slope stability analyses. Bull. Eng. Geol. Env. 58, 173-178.
Rark, H. J. and West, T. R, 2001, Development of a prob-abilistic approach for rock wedge failure, Engineering Geology. 59, 233-251.
Park, H.J., West, T.R and Woo, I., 2005, Probabilistic analysis of rock slope stability and random properties of discontinuity parameters, Interstate Highway 40, Western North Carolina, USA Engineering Geology, 79, 230-250.
Pathak, S. and Nilsen, B., 2004, Probabilistic rock slope stability analysis for Himalayan condition. Bulletin of Engineering Geology and the Environment 63, 25-30.
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