I Congreso de Postgrado fcfm: ingeniería, ciencias e innovación

112 Santiago, 10 al 12 de agosto, 2022 [28] Ministerio de Minería de Chile. Decreto Supremo No 248 : Reglamento para la aprobación de Proyectos de Diseño, Construcción, Operación y Cierre de los Depósitos de Relaves, 159–182 (2007) [29] Pells, S. y Fell, R., “Damage and Cracking of Embankment Dams by Earthquakes and the Implications for Internal Erosion and Piping”, School of Civil and Environmental Engineering, University of New South Wales. 22 pages (2002) [30] Ramírez, N. “Guía Técnica de Operación y Control de Depósitos de Relaves”, Servicio Nacional de Geología y Minería (2007) [31] Robertson, P.K., May. Estimating in-situ state parameter and friction angle in sandy soils from CPT. In 2nd International Symposium on Cone Penetration Testing, Huntington Beach, CA, USA. (2010) [32] Schofield, A., Wroth, P. “Critical State Soil Mechanichs”. McGraw-Hill (1968) [33] Seed, H.B., and Lee, K.L. “Liquefaction Of Saturated Sands During Cyclic Loading” Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92 , SM6, pp. 105-134 (1966) [34] Seed H.B., Idriss I.M. “Soil moduli and damping factors for dynamic response analyses”, Technical Report EERRC-70-10, University of California, Berkeley (1970) [35] Seed, H.B., Makdisi, F.I., & De Alba, P. "The Performance of Earth Dams During Earthquakes," Journal of the Geotechnical Engineering Division, ASCE, Vol. 104, No. GT7, pp. 967-994 (1978) [36] Seed and Idriss, “Moduli and Damping Factors of Dynamic Analyses of Cohesionless Soils”, Journal of Geotechnical Engineering, ASCE, Vol. 112, No. 11, 1016-1032 (1984) [37] Swaisgood, J. “Embankment Dam Deformations caused by Earthquakes”, In Proc. Pacific Conference on Earthquake Engineering, Paper No. 14 (2003) [38] Swaisgood, J. “Predicting dam deformation caused by Earthquakes- an Update”. ASDSO 2013 Dam Safety Conference, Rhode Island, United States (2013) I NG E N I E R Í A E S T R UC T U R A L 09

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