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    Dissertation/ Thesis

    المؤلفون: Barón Moreno, Jenny Astrid

    المساهمون: Hernández Carrillo, Rodrigo, Beltrán Calvo, Gloria Inés, Barón Moreno, Jenny

    وصف الملف: xv, 258 páginas; application/pdf

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Characterization of Rock Masses by Three-Dimensional Image Processing Technique. Universidad Nacional de Colombia sede Bogotá. Geotechnical Engineering in the XXI Century: Lessons learned and future challenges; Hernandez- Carrillo y Beltran. (2019). Updating the probability of failure of rock wedges. Universidad Nacional de Colombia. Earth Sciences Research Journal; Hoek, E. (1998a). Technical note Reliability of Hoek-Brown Estimates of Rock Mass Properties and their Impact on Design; Hoek, E. (1998b). Technical note Reliability of Hoek-Brown Estimates of Rock Mass Properties and their Impact on Design EVERT HOEK INTRODUCTION. In J. Rock Mech. Min. Scr (Vol. 35, Issue I). Ekvier Saence Ltd; Hoek, E., & Bray, J. W. (1981). ROCK SLOPES : Design , Excavation , Stabilization (Issue September); Jimenez-Rodriguez, R., Sitar, N., & Chacón, J. (2006). System reliability approach to rock slope stability. 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Kinematic Assessment of Multi-Face Round Slopes Using Hemispherical Projection Methods (HPM).; Kerguelen, A. (2009). Análisis de la estabilidad de taludes mineros por métodos numéricos. 1–155; Leung, C. F., & Quek, S. T. (1995). Probabilistic stability analysis of excavations in jointed rock. Canadian Geotechnical Journal, 32(3), 397–407. https://doi.org/10.1139/t95-044; Lisle, R. J. (2004). Calculation of the daylight envelope for plane failure of rock slopes. Geotechnique, 54(4), 279–280. https://doi.org/10.1680/geot.2004.54.4.279; Lisle, R. J. & Leyshon, P. R. (2004). Stereographic techniques for geologists and civil engineers, 2nd edn. Cambridge: Cambridge University Press; Low, B. K. (2008). Efficient probabilistic algorithm illustrated for a rock slope. Rock Mechanics and Rock Engineering, 41(5), 715–734. https://doi.org/10.1007/s00603-007-0146-7; Marek, J. M., & Savely, P. (1978). Probabilistic analysis of the plane shear failure mode. 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In Ingenieurgeologie und Geomechanik als Grundlagen des Felsbaues / Engineering Geology and Geomechanics as Fundamentals of Rock Engineering. https://doi.org/10.1007/978-3-7091-8665-7; Nadim, F., Einstein, H., & Roberds, W. (2005). State of the Art Paper 3 Probabilistic stability analysis for individual slopes in soil and rock.; Nilsen, B. (2000a). New trends in rock slope stability analyses. Bulletin of Engineering Geology and the Environment, 58(3), 173–178. https://doi.org/10.1007/s100640050072; Nilsen, B. (2000b). New trends in rock slope stability analyses. In Bull Eng Geol Env (Vol. 58). Springer-Verlag; Obregon, C., & Mitri, H. (2019). Probabilistic approach for open pit bench slope stability analysis – A mine case study. International Journal of Mining Science and Technology, 29(4), 629–640. https://doi.org/10.1016/j.ijmst.2019.06.017; Park, H., & West, T. R. (2000). Development of a probabilistic approach for rock wedge failure. 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Propuesta metodológica para el ajuste de una red de fracturas discretas (DFN) a partir de fotogrametría de corto alcance. Universidad Nacional de Colombia; Tang, W. H., Yucemen, M. S., & Ang, A. H.-S. (1976). Probability-based short term design of soil slopes. Canadian Geotechnical Journal, 13(3), 201–215. https://doi.org/10.1139/t76-024; Tatone, B. S. A., & Grasselli, G. (2010). ROCKTOPPLE: A spreadsheet-based program for probabilistic block-toppling analysis. Computers and Geosciences, 36(1), 98–114. https://doi.org/10.1016/j.cageo.2009.04.014; Ya-Fen Lee; Yun-Yao Chi; C. Hsein Juang, F.ASCE; & Der-Her Lee (2012). Reliability Analysis of Rock Wedge Stability: Knowledge-Based Clustered Partitioning Approach. Journal of geotechnical and geoenvironmental engineering.; Zheng, J., Kulatilake, P. H. S. W., Shu, B., Sherizadeh, T., & Deng, J. (2014a). Probabilistic block theory analysis for a rock slope at an open pit mine in USA. Computers and Geotechnics, 61, 254–265. https://doi.org/10.1016/j.compgeo.2014.06.002; Zheng, J., Kulatilake, P. H. S. W., Shu, B., Sherizadeh, T., & Deng, J. (2014b). Probabilistic block theory analysis for a rock slope at an open pit mine in USA. Computers and Geotechnics, 61, 254–265. https://doi.org/10.1016/j.compgeo.2014.06.002; https://repositorio.unal.edu.co/handle/unal/84187; Universidad Nacional de Colombia; Repositorio Institucional Universidad Nacional de Colombia; https://repositorio.unal.edu.co/