THE PROBABILISTIC MODELING OF SAFETY FACTOR FOR MINING TAILING PONDS

Hammah R.E., Yacoub T.E, Probabilistic Slope Analysis with the Finite Element Method, Rock Mechanics Symposium and 4th US-Canada Rock Mechanics Symposium, Asheville, 2009;

STAS 4273-83 Romanian Institute for Standardization, Water constructions works, Framing of importance classes, Bucharest, 1983, pp.1;

NTLH-021 Ministry of Water and Environmental Protection, The methodology for setting the dams’ categories of importance, 2002;

Mihai S., Deak Gy., Oancea I., Petrescu A, Tailings Dams and Waste-rock Dumps Safety Assessment using 3D Numerical Modeling of Geotechnical and Geophysical Data, Proceedings of the 12th International Association for Computer Methods and Advances in Geomechanics, Goa, India, 2008, p. 4212-4220;

Cheng Y.M., Lau C.K., Slope Stability Analysis and Stabilization - New methods and insight, Published by Routledge 270 Madison Ave, New York, NY 10016, USA, ISBN 0-203-92795-8 Master e-book ISBN, 2008, pp. 155-176;

Wolff, T.F, Probabilistic slope stability in theory and practice. Uncertainty in the Geologic Environment, ASCE, New York, 1996, p. 419-433;

Rosenblueth, E, Point estimates for probability moments, In Proceedings of the National Academy of Sciences, 72(10), 1975, p. 3812-3814;

Rosenblueth, E, Two-point estimates in probabilities, Applied Mathematical Modelling, 5(2), 1981, p. 329-335;

Benoît Valley & Damien Duff, Probabilistic analyses in Phase2 8.0, CEMI - Center for Excellence in Mining Innovation, 2011;

Indicative P 125-84. Technical g uidelines for the study of noncohesive soil liquefiable properties, INCERC, Bucharest 1984. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org

Hammah R.E., Yacoub T.E, Probabilistic Slope Analysis with the Finite Element Method, Rock Mechanics Symposium and 4th US-Canada Rock Mechanics Symposium, Asheville, 2009;

STAS 4273-83 Romanian Institute for Standardization, Water constructions works, Framing of importance classes, Bucharest, 1983, pp.1;

NTLH-021 Ministry of Water and Environmental Protection, The methodology for setting the dams’ categories of importance, 2002;

Mihai S., Deak Gy., Oancea I., Petrescu A, Tailings Dams and Waste-rock Dumps Safety Assessment using 3D Numerical Modeling of Geotechnical and Geophysical Data, Proceedings of the 12th International Association for Computer Methods and Advances in Geomechanics, Goa, India, 2008, p. 4212-4220;

Cheng Y.M., Lau C.K., Slope Stability Analysis and Stabilization - New methods and insight, Published by Routledge 270 Madison Ave, New York, NY 10016, USA, ISBN 0-203-92795-8 Master e-book ISBN, 2008, pp. 155-176;

Wolff, T.F, Probabilistic slope stability in theory and practice. Uncertainty in the Geologic Environment, ASCE, New York, 1996, p. 419-433;

Rosenblueth, E, Point estimates for probability moments, In Proceedings of the National Academy of Sciences, 72(10), 1975, p. 3812-3814;

Rosenblueth, E, Two-point estimates in probabilities, Applied Mathematical Modelling, 5(2), 1981, p. 329-335;

Benoît Valley & Damien Duff, Probabilistic analyses in Phase2 8.0, CEMI - Center for Excellence in Mining Innovation, 2011;

Indicative P 125-84. Technical g uidelines for the study of noncohesive soil liquefiable properties, INCERC, Bucharest 1984. 16th International Multidisciplinary Scientific GeoConference SGEM2016 www.sgem.org