SLOPE STABILITY ANALYSIS FOR TAILINGS DAMS

Augustina Tronac, Structuri hidrotehnice de retentie pentru depozite de deseuri industriale, Editura Universitara “Ion Mincu”, Bucharest, Romania, 2008;

Gilbert Gedeon, P.E., Slope stability, course No. G04-001, Continuing Education and Development, U.S. Army Corps of Engineers – Engineering and Design, Manual no. 1110-2-1902, New York, 2003;

Duncan, J.M., Soil slope stability analysis. Turner & Schuster (eds.), Landslides: Investigation and Mitigation, Special Report 247, National Academy Press, pp.337-371 , 1996;

Fredlund, D.G. , Krahn, J., Pufahl, D.E., The relationship between limit equilibrium slope stability methods. Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, vol.3, Stockholm, Sweden, pp.409-416, 1981; 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining

Rickard, O.C., Setar, N., bSlope: A limit Equilibrium Slope stability analysis cod for iOS, Geotechnical Engineering Report no. UCB/GT/12-01. Geotechnical Engineering Department of Civil and Environmental Engineering, University of California-Berkeley, CA, 94720, 2012;

Augustina Tronac, Infiltratii la baraje pentru deseuri miniere construite etapizat prin metoda amonte/ Seepage related to sequentially raised tailings dams using “upstream” method. Buletinul Stiintific al U.T.C.B., nr.3/2007, Bucharest, Romania, pp.83 -91, 2007.

Augustina Tronac, Structuri hidrotehnice de retentie pentru depozite de deseuri industriale, Editura Universitara “Ion Mincu”, Bucharest, Romania, 2008;

Gilbert Gedeon, P.E., Slope stability, course No. G04-001, Continuing Education and Development, U.S. Army Corps of Engineers – Engineering and Design, Manual no. 1110-2-1902, New York, 2003;

Duncan, J.M., Soil slope stability analysis. Turner & Schuster (eds.), Landslides: Investigation and Mitigation, Special Report 247, National Academy Press, pp.337-371 , 1996;

Fredlund, D.G. , Krahn, J., Pufahl, D.E., The relationship between limit equilibrium slope stability methods. Proceedings of the International Conference on Soil Mechanics and Foundation Engineering, vol.3, Stockholm, Sweden, pp.409-416, 1981; 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining

Rickard, O.C., Setar, N., bSlope: A limit Equilibrium Slope stability analysis cod for iOS, Geotechnical Engineering Report no. UCB/GT/12-01. Geotechnical Engineering Department of Civil and Environmental Engineering, University of California-Berkeley, CA, 94720, 2012;

Augustina Tronac, Infiltratii la baraje pentru deseuri miniere construite etapizat prin metoda amonte/ Seepage related to sequentially raised tailings dams using “upstream” method. Buletinul Stiintific al U.T.C.B., nr.3/2007, Bucharest, Romania, pp.83 -91, 2007.