I Congreso de Postgrado fcfm: ingeniería, ciencias e innovación

111 Santiago, 10 al 12 de agosto, 2022 REFERENCIAS [1] Andrus, R. D., & Stokoe II, K. H. “Liquefaction resistance of soils from shear-wave velocity.” J. Geotech. Geoenviron. Eng., 126(11) , 1015-1025 (2000) [2] Barrios. D., Análisis de deformaciones de depósitos de relaves con muros de material de empréstito sometidos a sismos chilenos. Universidad de Chile (2019) [3] Been, K and Jefferies, G. “A state parameter for sands.” Geotechnique 35 , No. 2, 99-112 (1985) [4] Been, K., Jefferies, G., & Hachey, J. “The critical state of sands.” Geotechnique 41 , No. 3, 365-381 (1991) [5] Bolton, M. D. “The Strength and Dilatancy of Sands”, Geotechnique, 36 (1), pp. 65-78 (1986) [6] Cantallopts, J. “Importancia y oportunidades de la minería en Chile en el escenario global”. Conferencia Internacional de Minería, CONFEMIN (2016) [7] Carvajal, M. “Desarrollo de una metodología para análisis de estabilidad física de depósitos de relaves.” Memoria de Título, Universidad de Chile (2018) [8] Casagrande, A. “Characteristics of cohesionless soils affecting the stability of slopes and earth fills”. Journal Boston Society Civil Engineers, Vol. 23 , No. 1, pp. 13-32 (1936) [9] O. Cheng, Z. and Detournay, Formulation, validation and application of a practice oriented two-surface plasticity sand model”, Computers and Geotechnics, 132 , 1-24 (2021) [10] Cheng, Z. “A Practical 3D Bounding Surface Plastic Sand Model for Geotechnical Earthquake Engineering Application,” in Proceedings, Geotechnical Earthquake Engineering and Soil Dynamics V: Numerical Modeling and Soil Structure Interaction (Austin, Texas, June 2018), pp. 34–47. S.J. Brandenberg and M.T. Manzari, Eds. ASC (2018) [11] Cheng, Z. “Significance of calibration procedure consistency”, Itasca Consulting Group, Inc. Minneapolis: Itasca (2017) [12] Dafalias, Y. F. & Manzari, M. T. Simple plasticity sand model accounting for fabric change effects. ASCE J. EngngMech. 130, No. 6, 622–634 (2004) [13] EPRI. “Guidelines for Determining Design Basis Ground Motion”, Electric Power Research Institute, Palo Alto, CA, Vol1, PERI TR-102293 (1993) [14] Gutiérrez, F. “Evaluación de herramientas para el análisis de estabilidad física de una presa de relaves espesados.” Memoria de Título, Universidad de Chile (2017) [15] Itasca Consulting Group, Inc., “Fast Lagrangian Analysis of Continua in 3 Dimensions (FLAC3D)”, Version 7.0 (2019) [16] Ishihara, K. “Soil Behaviour in Earthquake Geotechnics”, Oxford Engineering Sciencie Series – 46 (1996) [17] Jâky, J. “A nyugalmi nyomâs tényezöje (The coefficient of earth pressure at rest),” Magyar Mérnok és Epitész Egylet Közlönye (Journal for Society of Hungarian Architects and Engineers), October, pp. 355-358 (1944) [18] Jefferies, M. G. “Nor-Sand: a simple critical state model for sand.” Géotechnique, 43 (1), 91-103 (1993) [19] Jefferies, M. G., & Shuttle, D. A. Dilatancy in general Cambridge-typemodels. Geotechnique, 52(9), 625-638 (2002) [20] Jefferies, M., and K. Been. Soil liquefaction: a critical state approach. CRC Press (2015) [21] Jefferies, M., D. Shuttle and K. Been. Principal stress rotation as cause of cyclic mobility (2015) [22] Konno, K., & Ohmachi, T. Ground-motion characteristics estimated from spectral ratio between horizontal and vertical components of microtremor. Bulletin of the Seismological Society of America, 88 (1), 228–241 (1998) [23] Kramer, S. L. “Geotechnical Earthquake Engineering”. Publ. Prentice Hall (1996) [24] Kuhlemeyer, R. L., y J. Lysmer “Finite Element Method Accuracy for Wave Propagation Problems,” J. Soil Mech. & Foundations, Div. ASCE, 99 (SM5), 421-427 (1973) [25] Manica, M., Ovando, E., Botero, B. “Assessment of damping model in FLAC”. Computers and Geotechnics 59 pp 12–20 (2014) [26] Mejía, L.H. y Dawson, E.M., “Earthquake deconvolution for FLAC”. 4th International FLAC Symposium on Numerical Modeling in Geomechanics – Hart & Varona (eds.). (2006) [27] Mine Safety and Health Administration MSHA. Engineering and Design Manual - Coal Refuse Disposal Facilities (2010) I NG E N I E R Í A E S T R UC T U R A L 09

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