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Keywords: rock slope
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Proceedings Papers
Static and Dynamic Analysis of Rock Slope – a Case Study
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Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2017, June 20–22, 2017
Paper Number: ISRM-EUROCK-2017-095
.... Introduction Failures in rock slopes are controlled by both rock material and discontinuities. In highly jointed rock mass with weak rock material, failure surface cuts through intact rock but in rock masses, with less number of joints and strong rock material, failure is controlled mainly by joint planes [1...
Proceedings Papers
Identification of Rock Slope Discontinuity Sets from Laser Scanner and Photogrammetric Point Clouds: A Comparative Analysis
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Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2017, June 20–22, 2017
Paper Number: ISRM-EUROCK-2017-106
... Abstract Discontinuities play a key role in the mechanical, hydraulic and deformational behaviour of rock masses, frequently having a considerable influence on the stability of rock slopes. They can be characterized by several geometric parameters as the orientation, persistence, spacing, etc...
Proceedings Papers
Evaluation of Slope Stability by the In Situ Monitoring Data Combined with the Finite-Discrete Element Method
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Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2017, June 20–22, 2017
Paper Number: ISRM-EUROCK-2017-073
... numerical modelling of rock slopes is commonly implemented by continuum approaches [1–4], features such as fracture, fragmentation, and crack propagation within rock mass extended to a computer code is very much appreciated to better describe the unstable process characteristics of rock slopes...
Proceedings Papers
Limit States Design of Weak Rock Slopes: Proposal for Eurocode Partial Factors
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Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2017, June 20–22, 2017
Paper Number: ISRM-EUROCK-2017-146
... Abstract Many design codes recommend using the limit states design in different geotechnical design applications including rock slope stability. The Generalized Hoek-Brown (GHB) failure criterion is widely adopted for rock characterization. However, a partial factor is defined for the uniaxial...
Proceedings Papers
A Modeling Study of Intersection Lines and Points as an Assessing Instability of Rock Mass
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Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-091
... Oil & Gas wedge discontinuity Artificial Intelligence outcrop plane kde rock mass metals & mining Intersection Line rock slope application engineering structure Modeling study discontinuity surface intersection point instability estimation bandwidth Visualization friction...
Proceedings Papers
Characterisation of Open Pit Slopes: Toward an Integrated Remote Sensing-Numerical Modelling Approach
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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
Model Experiment on Seismic Stability of Discontinuous Rock Slope and Numerical Simulation
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Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-101
... ABSTRACT: With increase of design seismic intensity, analytical methods and modeling for evaluating deformation and failure of rock slopes during earthquakes appropriately are needed. In this study, shaking table model tests of rock slopes with a sliding plane inclined at angle of 15 degrees...
Proceedings Papers
Rehabilitation of a Sliding Slope and Supporting Measures for Rock Slopes in the Abutments of the 130 M High Zapotillo Dam in Mexico
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Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-107
... of the dam's crest. The article describes the measured sliding movements, the inmediate stabilizing measures, the FE back-analyses as well as the long-term support and measurement results during and after stabilization of the slope. At the right abutment above the stilling basin, there is a rock slope which...
Proceedings Papers
Earthquake Induced Rockfall Along Cut Slopes - A Case Study from Luhri, Himachal Pradesh, India
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Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-184
... as in dynamic case, causing rockfall to initiate in the latter case. 1 Introduction Rockfall is a major concern along transportation corridors in hilly areas, usually prevalent in the jointed rock slopes (Ferlisi et al. 2012 and Budetta 2004). It is a two-stage phenomenon where initial stage...
Proceedings Papers
Numerical and GIS-supported Safety Factor Calculation of Landslides for Large Areas
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Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-035
... rock block gis-supported safety factor calculation Reservoir Characterization hazard assessment geotechnical parameter safety factor calculation rock slope application soil slope geotechnical model landslide factor calculation assessment stability safety factor slope stability dip...
Proceedings Papers
Unstable Rock Masses in the Highway Durres-Prishtina
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-192
... Abstract The highway Durres- Prishtina is very important for Albania and Kosovo, because this highway connect Albania with Kosovo and Europe countries. In this paper would like to present our study about unstable rock slopes, where will evidence the geological and geodynamic phenomena's which...
Proceedings Papers
Design of Rock Dowels using Numerical Analysis and Eurocode 7
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-239
... Abstract With the introduction of Eurocode 7 the design of rock slopes in theUKare commonly undertaken in accordance with Design Approach 1 combination 2. This paper presents two rock slopes in different strata, one in hard rock (UCS>50MPa) the second in soft sedimentary rock (UCS<25MPa...
Proceedings Papers
Reliability Against Translational Slip of Rock Slopes Designed According to Eurocode 7
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-247
... Abstract A probabilistic analysis is applied to rock slope stability with an example case of a rock slope with translational potential failure mode. The capacity and the demand are represented as independent triangular random variables. The distribution of the factor of safety is found...
Proceedings Papers
Critical Review of Eurocode-7 Regarding Monitoring Rock Masses by Field Instrumentation: Devices and Data Analysis
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-246
... instrument application segalini inclinometer physical entity frequency rock slope consideration Upstream Oil & Gas construction phase discontinuity quantity Field Instrumentation critical review data analysis monitoring deformation rock mass instrumentation Rock Engineering and Rock...
Proceedings Papers
Prediction of Deformation Modes of Rock Slope due to Excavation on Plateau Type Mine
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-100
... Abstract Prediction of rock slope deformation behavior as well as its monitoring is significantly important for stability assessment. This study clarified the deformation modes due to excavation in the case of plateau type mine based on the 2-dimensional finite element analysis. The step...
Proceedings Papers
Protection of a Tunnel Entrance from Rockfall Risk
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Paper presented at the ISRM International Symposium - EUROCK 2013, October 23–26, 2013
Paper Number: ISRM-EUROCK-2013-128
..., sometimes tunnel portals and job sites for tunnel construction are located in areas prone to rockfalls and the rock block detachments can occur while the tunnel is in service or during construction. In order to deal with this issue, several geometry configurations of a rock slope prone to rockfall...
Proceedings Papers
Basic Kinematic Analysis of a Rock Slope using Terrestrial 3D Laser Scanning on the M-22 Highroad Pilot Site
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Paper presented at the ISRM International Symposium - EUROCK 2013, October 23–26, 2013
Paper Number: ISRM-EUROCK-2013-105
... Abstract Terrestrial laser scanning has propelled recent advancements in rock slope engineering. Building models with millions of points to discretize an actual slope has provided resolutions which empower computer based analysis/measurements of rock slopes as a supplement/substitute...
Proceedings Papers
Global and Local Approaches of Numerical Shear Strength Reduction Technique For Stability Analysis of Rock Slopes
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Paper presented at the ISRM International Symposium - EUROCK 2012, May 28–30, 2012
Paper Number: ISRM-EUROCK-2012-142
... Abstract: For determining factor of safety (FOS) for rock slopes using numerical strength reduction technique with Hoek Brown parameters, two different approaches are generally used. Approach I (Global): Approximation of the non-linear failure envelope by a best-fit linearization...
Proceedings Papers
Rock Slopes From Mechanics to Decision Making
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Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-001
... ABSTRACT: Rock slope instabilities are discussed in the context of decision making for risk assessment and management. Hence, the state of the slope and possible failure mechanism need to be defined first. This is done with geometrical and mechanical models for which recent developments...
Proceedings Papers
Reliability Based Assessment of Rock Slope Stability
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Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-129
... on the stability assessment of a rock slope, using two common reliability techniques, the Monte Carlo simulation and Point Estimate Method. It was found that Monte Carlo is more suitable and not computationally demanding when variability is small. 1 INTRODUCTION 1.1 General The stability of rock slopes...
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