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Effects of rock fragments cover and slope on infiltration, runoff and soil loss in an entisol
(PROCEEDING OF THE 2ND WORKSHOP OF THE ICTP SOIL PHYSICS ASSOCIATES. ICTP – ICE TRIESTE, ITALY, 2015)
Assessment of a Modified Rock Mass Classification System for Rock Slope Stability Analysis in the Q-system
(Universidad Nacional de Colombia - Sede Bogotá - Facultad de Ciencias - Departamento de Geociencia, 2015-07-01)
This paper explores the applicability of a modified Q classification system and its component parameters for analysis and conclusion of site investigation data to estimate rock slope stability. Based on the literature, Q ...
Stability analysis using the finite element method of a slope in the Virgen de Fátima Sector of the San Juan de Lurigancho district of Lima, Peru
(Springer Science and Business Media Deutschland GmbH, 2022-01-01)
The geometric alteration of slopes is a reality that can be observed in several districts of the Peruvian capital. The construction of houses, roads, and other infrastructure can produce some slope instability and cause ...
Integration of multisources data for quarry slope stability assessment in the Itaoca district (Southeastern Brazil)
(Acad Brasileira De Ciencias, 2021-01-01)
Usually, stability conditions of excavation slopes are evaluated by means of kinematic analysis and geomechanical classification systems. However, field surveys are concentrated at the slope toe and information about the ...
Rock mass characterization in the Chitagá river Canyon (Labateca, Colombia), using basic RMR classification system and adjusted with SMR method
(Universidad EAFITGeologíaEscuela de Ciencias. Departamento de GeologíaMedellín, 2018)
Rock mass geomechanical characterization is an important input for the design and construction of engineering works. In addition to the stability of rock slopes, it is considered essential for public safety on highways and ...
The assessment of slope stability and rock excavatability in a limestone quarry
(UNIVERSIDAD NACIONAL DE COLOMBIA, 2013)
The aim of this study is to evaluate the stability and excavatability of newly stripped rock slopes (slope 1 (SN–1), slope 2 (SN–2), and slope 3 (SN–3)) in a limestone quarry. These are new production sites with comparable ...
Tsunamigenic, earthquake-triggered rock slope failures during the April 21, 2007 Aisén earthquake, southern Chile (45.5°S)
(Servicio Nacional de Geología y Minería (SERNAGEOMIN), 2009)