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Keywords: slope failure
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Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-009
... ABSTRACT: As open pit slopes continue to increase in depth, new approaches to characterising rock slope masses and slope failure mechanisms are required; these approaches should integrate and optimize new developments in remote sensing and geomechanical modelling. The author presents the state...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-035
... with geotechnical parameters allows calculating of well-known safety factors for slope failure in rock and soil. Furthermore, the effect of water availability on slope stability can also be taken into account and is useful to estimate the effect of long-term precipitation events on slope stability. The calculated...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-199
... Alejano discontinuity instability complex slope failure Upstream Oil & Gas mechanism quartzite slope extrusion numerical model displacement slope failure Limit Equilibrium Method shear strength reduction technique failure mechanism orientation slope height artificial support...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-080
... through the rock mass being also necessary to explain the slope failure. A complete description of these mechanisms is presented by Ramírez and Alejano (2007) All such failures require that the main joint family is parallel to the excavated slope. An interesting, less known case arises when. i...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-118
..., or complex sliding. Özgenog lu (1986) also investigated slope failure either containing a slide plane or not. In slope analysis, slope environments are classi- fied as discontinuous (i.e., discontinuities bearing rock mass), semi-continuous (i.e., loosened rock mass or rock fill), and continuum media (i.e...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2013, October 23–26, 2013
Paper Number: ISRM-EUROCK-2013-103
... Abstract Slope stability in open pit mines is an important issue. Most open pit coal mines are located in Kalimantan in which rainfall is very high and as such so is the probability of slope failure. It has been well accepted that slope failure risk consists of probability times consequence...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2013, October 23–26, 2013
Paper Number: ISRM-EUROCK-2013-099
... encountered the swelling problems. The Telnes ilmenite open pit mine in Southwestern Norway and the Goynuk lignite open pit mine in Turkey can be examples for the issue (Nilsen & Ballou 2006, Tabrizian 1989). In these mines swelling rocks caused slope failures. The topic of this study is about swelling...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-081
... metals & mining drilling fluid formulation drilling fluid selection and formulation Upstream Oil & Gas drilling fluid chemistry drilling fluids and materials village boundary slope failure southwest slope drilling fluid property dip amount stability analysis failure surface...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-154
... structures, conditions of slopes (such as surface condition and groundwater etc.) using regular inspection table to decide the priority for preventive measures. However, it has been reported that slope failures often occurred in many road slopes which had been judged as "sound" in the regular inspections...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-124
... ABSTRACT: Modeling of shallow rock slope failures has been undertaken to explore the validity of two commonly used failure criteria for discontinuities. The Mohr-Coulomb (MC) and the Barton-Bandis (BB) joint shear strength models have been examined. The 2-D Universal Distinct Element Code...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-130
... that SLO is better than the INV method. 1 INTRODUCTION Geo-hazards still pose a major threat to life and major loss in terms of economics. The issue of predictability of landslides and rock slope failures, which are major geo-hazards, is of great concern. In the geotechnical field, structures are monitored...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-152
... analysis using FLAC-3D code. The present study reveals that the slope is critically stable but any external factors may further reduce the Factor of Safety (FoS) and causes the failure. The presence of random and heavy jointing in rockmass and intensive rainfall further accelerated the slope failure. 1...
Proceedings Papers

Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-084
... Artificial Intelligence displacement slope failure Fukuzono terminal stage landslide slope collapse Reservoir Characterization Voight proceedings algorithm dataset slope stability radar deformation data 539 Rock Engineering in Difficult Ground Conditions Soft Rocks and Karst Vrkljan (ed) ©...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 2002, November 25–27, 2002
Paper Number: ISRM-EUROCK-2002-010
... monitored at the same time. Thus, it could be concluded that measurement of displacement like this without having so high accuracy could be also effective to monitor an unstable rock mass, if continuous measurement is conducted. 1. INTRODUCTION Effective monitoring methods to predict rock slope failure...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 96, September 2–5, 1996
Paper Number: ISRM-EUROCK-1996-079
... slope failures is examined to test the success of their performance as predictive indicators. Although the overall performance of the FLASH system has been satisfactory, the performance of individual indicators, has been more varied. RESUME: Le project Foes Las a etait un exercise on conception et...
Proceedings Papers

Paper presented at the ISRM International Symposium - EUROCK 93, June 21–24, 1993
Paper Number: ISRM-EUROCK-1993-117
... ABSTRACT: The shear strength parameters of the "Athenian Schist" are estimated through the back analysis of a slope failure. The shape of the failure surface for the particular geological formation is also examined and relevant proposals are made. RESUME: Les paramètres de la resistance de...

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