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1-17 of 17
Keywords: model test
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Proceedings Papers
Study on Acoustic Wave Propagation in Fractured Rock Mass under High In-Situ Stress of Model Test and Damage Constitutive Relation
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Paper presented at the 13th ISRM International Congress of Rock Mechanics, May 10–13, 2015
Paper Number: ISRM-13CONGRESS-2015-384
...STUDY ON ACOUSTIC WAVE PROPAGATION IN FRACTURED ROCK MASS UNDER HIGH IN-SITU STRESS OF MODEL TEST AND DAMAGE CONSTITUTIVE RELATION *LI Xinping, ZHAO Hang, LUO Yi and WU Pingan Hubei Key Laboratory of Roadway Bridge and Structure Engineering 122 Luoshi Road Wuhan, China Gezhouba Group NO.1...
Proceedings Papers
Blasting Effect Analyses On Millisecond Blasting Model Tests With Multiturn Vertical Blastholes
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Paper presented at the 13th ISRM International Congress of Rock Mechanics, May 10–13, 2015
Paper Number: ISRM-13CONGRESS-2015-160
... Reservoir Characterization model test structural geology reasonable delay time delay time model test cms-5 circle blasthole parallel cut 13th international congress electric detonator electric detonator Engineering multiturn vertical blasthole blasthole effect analysis...
Proceedings Papers
Geomechanical Model Test of Underground Caverns in Salt Rock
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Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-316
...Harmonising Rock Engineering and the Environment Qian & Zhou (eds) © 2012 Taylor & Francis Group, London, ISBN 978-0-415-80444-8 Geomechanical model test of underground caverns in salt rock Y.R. Liu, B. Li, F.H. Guan & Q. Yang State Key Laboratory of Hydroscience and Hydraulic Engineering...
Proceedings Papers
Centrifuge Model Test on Earthquake-Induced Failure Behaviour Of Slope in Discontinuous Rock Mass
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Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-350
... ABSTRACT We conducted a centrifuge model test on earthquake-induced rock slope failure. The test results were compared with Safety Factors (SFs) related to the sliding surface, obtained by the limit equilibrium method; the stresses on the sliding surface were estimated by equivalent linear...
Proceedings Papers
Study And Application of Visualized Model Test Technologies for Gas Storage Cluster in Salt Rock
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Paper presented at the 12th ISRM Congress, October 16–21, 2011
Paper Number: ISRM-12CONGRESS-2011-383
...Harmonising Rock Engineering and the Environment Qian & Zhou (eds) © 2012 Taylor & Francis Group, London, ISBN 978-0-415-80444-8 Study and application of visualized model test technologies for gas storage cluster in salt rock L.J. Cheng, Z.K. Li & B. Xu State Key Laboratory of Hydro-science...
Proceedings Papers
Challenging Problems In the Xiaowan Super Large Arch Dam Under Construction
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Paper presented at the 11th ISRM Congress, July 9–13, 2007
Paper Number: ISRM-11CONGRESS-2007-127
... of the largest arch dam in world under construction„ the evaluation of dam stability was obtained. In the meantime, 3D geomechanical model tests have been conducted and through them reinforcement measures were studied. Replacement of faults and altered rock zones by concrete; reinforcing abutment slopes and dam...
Proceedings Papers
Modelling Water Uptake In Highly Compacted Bentonite In Environmental Sealing Barriers
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Paper presented at the 10th ISRM Congress, September 8–12, 2003
Paper Number: ISRM-10CONGRESS-2003-226
... number of laboratory tests were performed. In addition, large scale model test were carried out to demonstrate the development of a nearly homogeneous and isotropic swelling pressure. The results of the large scale model tests were interpreted numerically based on the models for stress-strain behaviour...
Proceedings Papers
Development And Application of New Technology For 3D Geo-mechanical Model Test of Large Underground Group Caverns
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Paper presented at the 10th ISRM Congress, September 8–12, 2003
Paper Number: ISRM-10CONGRESS-2003-127
... ABSTRACT New techniques and methods for 3D geo-mechanical model test are presented in this paper. The new model material NIOS with high density and low cost; the so-called DPSS (Discrete Principal Stress Surface) loading concept, the loading and monitoring system for the generation of the 3D...
Proceedings Papers
The Reinforcement of Abutment At Lijiaxia Arch Dam
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Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-033
... Reservoir Characterization Wellbore Design reinforcement reservoir geomechanics model test geomechanical model test hydraulic fracturing abutment coefficient rock mass overload safety China fem calculation Lijiaxia wellbore integrity strength overload safety factor anchorage...
Proceedings Papers
Effect of Rock Mass Distribution With Different Shear Strength On Its Shear Resistance
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Paper presented at the 9th ISRM Congress, August 25–28, 1999
Paper Number: ISRM-9CONGRESS-1999-145
... Upstream Oil & Gas normal stress shear resistance shear strength strength rock mass distribution composite rock model rock model foundation Reservoir Characterization hard rock shear plane shear stress equation model test numerical analysis soft rock stress distribution...
Proceedings Papers
Shotcrete As a Tunnel Lining - A Laboratory Study
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Paper presented at the 8th ISRM Congress, September 25–29, 1995
Paper Number: ISRM-8CONGRESS-1995-241
... ABSTRACT: This paper presents a laboratory study concerning shotcrete as a tunnel lining applied on irregular tunnel surfaces. The problem concerned is first presented. A description of the model test is given and major findings from the study are presented. The main conclusion gained from...
Proceedings Papers
The Monolithic Stability Analysis of Ertan Arch Dam In Complex Rock Formations
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Paper presented at the 7th ISRM Congress, September 16–20, 1991
Paper Number: ISRM-7CONGRESS-1991-166
... reservoir geomechanics Upstream Oil & Gas Reservoir Characterization Wellbore Design Ertan wellbore integrity model test hydraulic fracturing abutment rock foundation rock mass complex rock formation normal load jointed rock mass physical model test rockmass Computation...
Proceedings Papers
Seismic Response Analysis of Rock Masses By the Finite Element Method
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Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-244
... ABSTRACT: The seismic responses of abutment rock mass of two arch dams were analysed by F.E.H. The influence of boundary conditions of the calculation model on the dynamic response of the abutment were studied. The results agreed quite well with those of in-situ, measurements and model tests...
Proceedings Papers
The Bolted Rockmass As an Anisotropic Continuum - Material Behaviour And Design Suggestion For Rock Cavities
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Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-245
... ABSTRACT; is paper describes a novel method for the calculation of a systematic bolting around an under-ground opening. Bolts and rock mass are combined to an anisotropic substitute material. Its parameters are determined in plane model tests and numerical studies. The most important results...
Proceedings Papers
An Integral Geomechanical Model Rupture Test Of Jintan Arch Dam With Its Abutment
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Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-107
... ABSTRACT: In this paper, an integral geomechanical model test for Jintan arch dam is described. The dam is situated in complex rock formations. The failure mechanism, stability factors, and the interaction between arch dam and abutments are given. RESUME: Ce document decrit le test de...
Proceedings Papers
Modelling Design of the Caiyuan Tunnel In Chongqing
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Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-251
... of Buildings and Surveying, People's Republic of China ABSTRACT: A modelling design approach for the preliminary dimensioning of underground opening supports .is presen- ted in this paper. The method is based on the model test results under the condition of plane deformation. It is to be used for the analysis...
Proceedings Papers
3-D Model Tests For Shallow Rock-Bolted Tunnels
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Paper presented at the 6th ISRM Congress, August 30–September 3, 1987
Paper Number: ISRM-6CONGRESS-1987-160
... jedoch nicht naher eingegangen, da bisher nur ein einziger Versuch damit durchgefuehrt wurde. wurden versuche nr tunnelachse shallow rock-bolted tunnel tunnel Abb ohne 0 Durchmesser standsicher model test Oberflachensetzungen Versuch Nr den versuchen nr tabelle 3 Anker egger...