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1-20 of 21
Keywords: rock material
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Proceedings Papers
Statistical Estimate of Uniaxial Compressive Strength of Rock Based on Shore Hardness
Available to Purchase
Paper presented at the ISRM European Rock Mechanics Symposium - EUROCK 2017, June 20–22, 2017
Paper Number: ISRM-EUROCK-2017-032
... Abstract The paper presents the use of advanced stochastic simulation techniques for estimating the strength behavior of rock materials. The Shore Rebound hardness was measured on fifty rock specimens coming from eleven different geological localities in Czech Republic. The dry unit weight...
Proceedings Papers
Effect of Porosity on Uniaxial Compressive Strength of Basaltic Rock From Diyarbakir, Turkey
Available to Purchase
Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-050
... ABSTRACT: Basaltic rocks display a wide range of porosity depending on size of vesicles as a result of their complex genesis. Predicting of strength of rock material have crucial importance for design of engineering structures such as dams, foundations, tunnels, and other engineering projects...
Proceedings Papers
A Numerical Modelling Study for Determining Ideal Size and Geometry of Dog Bone Shaped Direct Tensile Strength Test Rock Specimens
Available to Purchase
Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-048
... ABSTRACT: To eliminate the holding and gluing problems making the direct tensile strength test hard to be applied, a new method of testing rock material specimens prepared using lathe machine to make the dog bone shape is assessed whether it could be applied to determine accurate direct...
Proceedings Papers
Weathering Effects on Physical Properties and Material Behaviour of Granodiorite Rocks
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Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-049
... and defor-mability characteristics of rocks. The progressive weathering in rocks lowers directly the quality of the rock materials and masses (Noble 1977, Fookes et al. 1988, Oyama et. al 1998, Yohta 1999, Wyllie 1999, Topal 2002, Arikan et. al. 2007, Marques et al. 2010). Reservoir Characterization...
Proceedings Papers
The Effects of Strength Parameters on Slope Failure Mechanisms in Weak Rocks
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Paper presented at the ISRM International Symposium - EUROCK 2016, August 29–31, 2016
Paper Number: ISRM-EUROCK-2016-094
... the planar failure mechanisms of slopes. Three types of rock materials were modeled by using bonded particle model procedures in PFC. The results show that the location of the rock bridges predominantly affect the failure mechanisms of rock slopes as well as the discontinuity length. All rock materials (e.g...
Proceedings Papers
Clump Models: An Improvement in the Rock Cutting Modelling by DEM?
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Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-154
... rock material Abstract The improvement of PCD cutting tools requires a better understanding of rock cutting mechanism. For the moment, the study of this mechanism is based on laboratory tests and numerical modeling. For the numerical aspect, distinct element method seems to be more efficient...
Proceedings Papers
Three-Dimensional Finite Element Analysis for Rock Fatigue Damage under Dynamic Loading
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Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-095
... metals & mining strength Reservoir Characterization Engineering damage variable rock fatigue damage Wellbore Design cyclic loading amplitude rock material deformation Adelaide loading loading condition fatigue damage fatigue life Upstream Oil & Gas rock fatigue behavior...
Proceedings Papers
Tunnel Modelling in the Border Area Between Hard and Soft Rock
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Paper presented at the ISRM Regional Symposium - EUROCK 2015, October 7–10, 2015
Paper Number: ISRM-EUROCK-2015-145
... contact. The joint stiffnesses (kn and ks) were calculated using the bulk and shear moduli of the rock material so that they are set to a factor times the equivalent stiffness of the stiffest neighboring zone. The bulk and shear moduli were calculated using the Young s modulus and Poisson's ratio...
Proceedings Papers
Effect of Loading Rate on Fracture Behaviour of Rock Materials
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-014
...Rock Engineering and Rock Mechanics: Structures in and on Rock Masses Alejano, Perucho, Olalla & Jiménez (Eds) © 2014 Taylor & Francis Group, London, 978-1-138-00149-7 Effect of loading rate on fracture behaviour of rock materials Q.B. Zhang & Y. Zou École Polytechnique Fédérale de Lausanne (EPFL...
Proceedings Papers
Fracturing and Indirect Tensile Strength of Brittle and Ductile Rocks
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Paper presented at the ISRM Regional Symposium - EUROCK 2014, May 27–29, 2014
Paper Number: ISRM-EUROCK-2014-049
...) as a suggested method for deter- mining the tensile strength of rock materials (ISRM 2007). The Brazilian test (splitting tension test) is per- formed by applying a concentrated compressive load across the diameter of a disc specimen. The tensile strengths of brittle materials like rock and concrete...
Proceedings Papers
Susceptibility of Rock Materials used in the Construction of Monuments to Long-Term Salt Crystallization
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Paper presented at the ISRM International Symposium - EUROCK 2013, October 23–26, 2013
Paper Number: ISRM-EUROCK-2013-043
... Abstract The paper takes the issue of susceptibility of rock materials used in historic and contemporary buildings to long-term salt crystallization. The influence of long-term action of salt crystallizing from water solutions on the rock material was studied by means of artificial accelerated...
Proceedings Papers
Effect of an Increase in Rotation in a Wear Test to Predict the Durability of Rock Materials
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Paper presented at the ISRM International Symposium - EUROCK 2013, October 23–26, 2013
Paper Number: ISRM-EUROCK-2013-035
... equipment that allows varying the speed of 7 rpm to 238 rpm. This study could be implemented in wide variety of rock materials and thus target it according to their lifetime in the project. With varying the wear levels it was observed increasing weight loss until the inertia moment holding the specimens...
Proceedings Papers
A Simple Approximation to Estimate the Hoek-Brown Parameter ?mi? For Intact Rocks
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Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-034
...-Brown strength criterion has been the most well-known and most frequently used one, because: (a) it was developed specifically for rock materials and rock masses; (b) its input parameters can be determined from routine uncon- fined compression tests, mineralogical examination, and discontinuity...
Proceedings Papers
Centenary of the First Triaxial Test – Recalculation of the Results of Kármán
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Paper presented at the ISRM International Symposium - EUROCK 2010, June 15–18, 2010
Paper Number: ISRM-EUROCK-2010-007
... Engineering marble investigation brittle rock rock material deformation triaxial test Von Karman recalculation Karman equation 2. Fundamental rock mechanics 2.1 Rock testing and material properties Rock Mechanics in Civil and Environmental Engineering Zhao, Labiouse, Dudt & Mathier (eds) © 2010...
Proceedings Papers
General Engineering Geological Properties of Carbonates in Croatian Karst
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Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-019
... and mechanical properties of carbonate rock material depend more on mineral and lithological composition, occurrence of micro–fractures, texture, structure and diagenetic processes than on weathering. On the contrary, the elaborated data display a great dependence of engineering–geological properties...
Proceedings Papers
Microscopic Back Analysis Method of Continuum Damage Model Based FEM
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Paper presented at the ISRM Regional Symposium - EUROCK 2009, October 29–31, 2009
Paper Number: ISRM-EUROCK-2009-065
... toughness and tensile strength. Moreover the critical mesh size can be determined by using the proposed method. Finally, frac- turing law used in CDM-FEM is also studied through the method. fracturing process of rock materials at micro/ meso scope. FEM methods for fracturing proc- ess simulation could...
Proceedings Papers
Numerical Experiment Model For Heterogeneity Rock Specimens
Available to Purchase
Paper presented at the ISRM International Symposium - EUROCK 2005, May 18–20, 2005
Paper Number: ISRM-EUROCK-2005-103
... mechanism loading reservoir geomechanics strength material property AE event numerical experiment model stress level Coalescence rock specimen fracture characterization cyclic loading Simulation specimen rock material propagation Eurock 2005 -Impact of Human Activity on the Geological...
Proceedings Papers
Quarry Evaluation And Blast Impact Control
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Paper presented at the ISRM International Symposium - EUROCK 2005, May 18–20, 2005
Paper Number: ISRM-EUROCK-2005-100
... Its production exceeds a limit of 200,000 cubic meters All month, otherwise it is classified as the small size. All quarries of large sizes are limestone quarries and their fragments are mainly used as a raw product in the portland cement industry. MANAGEMENT PLAN FOR ROCK MATERIALS Since Thailand...
Proceedings Papers
A Note On The Triaxial Strength Of Volcanic Rocks
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Paper presented at the ISRM International Symposium - EUROCK 2002, November 25–27, 2002
Paper Number: ISRM-EUROCK-2002-093
... Shearing stresses and normal tensile stresses play both a decisive role in fracturing and brittle of rock material. Based on this hypothesis, a novel strength criterion was developed in one the earlier works of the author. In the criterion, a certain parameter v'' occurs which depends...
Proceedings Papers
Three Dimensional Composite Element Modelling Of Hollow Bolt In Rock Masses
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Paper presented at the ISRM International Symposium - EUROCK 2002, November 25–27, 2002
Paper Number: ISRM-EUROCK-2002-085
... The composite element concept is introduced in this paper firstly, then the explicit hollow rock bolt element model is developed which comprises rock material, bolt material, bolt-rock interface. The main advantage of the new model is that it can be incorporated into the conventional finite...
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