Rock Mass Stability Around Underground Excavations in a Mine
portes grátis
Rock Mass Stability Around Underground Excavations in a Mine
A Case Study
Kulatilake, Pinnaduwa; Xing, Yan; Sandbak, Louis
Taylor & Francis Ltd
06/2021
196
Mole
Inglês
9781032084312
15 a 20 dias
349
Descrição não disponível.
1 Introduction
2 Description of the site, the tunnel system, ground control methods and field measurements
3 Methodologies for investigating rock mass stability around underground excavations
4 Some critical factors in modeling rock mass stability around underground excavations
5 Theory and background of three-dimensional Distinct Element Code
6 Conducted laboratory tests and results
7 Three-dimensional discontinuum numerical modeling of tunnel stability
8 Conclusions and recommendations for future work
Appendices
2 Description of the site, the tunnel system, ground control methods and field measurements
3 Methodologies for investigating rock mass stability around underground excavations
4 Some critical factors in modeling rock mass stability around underground excavations
5 Theory and background of three-dimensional Distinct Element Code
6 Conducted laboratory tests and results
7 Three-dimensional discontinuum numerical modeling of tunnel stability
8 Conclusions and recommendations for future work
Appendices
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Rock Mass;Multiple Impact Factors;3-D Distinct Element Code;Rock Mass Stability;3DEC;Rock Mass Deformation Modulus;geo-mechanical laboratory tests;Tuffaceous Mudstones;saw-cut smooth joints;Cable Bolts;numerical simulations;Dacite Samples;field deformations;Degradation Area;numerical modelling;Rock Mass Ratings;3-D discontinuum model;Rock Mass Behavior;open tunnels;Underground Excavations;backfilled tunnels;Rock Mass Properties;geology; geological;RMR Value;Swellex Bolts;Rock Mass Classification Systems;Lateral Stress Ratio;Dacite Rock;Joint Friction Angle;Distinct Element Method;In-situ Stresses;Resin Bolts;Equivalent Continuum Modeling;Tunnel Stability;Joint Normal Stiffness;Joint Shear Stiffness
1 Introduction
2 Description of the site, the tunnel system, ground control methods and field measurements
3 Methodologies for investigating rock mass stability around underground excavations
4 Some critical factors in modeling rock mass stability around underground excavations
5 Theory and background of three-dimensional Distinct Element Code
6 Conducted laboratory tests and results
7 Three-dimensional discontinuum numerical modeling of tunnel stability
8 Conclusions and recommendations for future work
Appendices
2 Description of the site, the tunnel system, ground control methods and field measurements
3 Methodologies for investigating rock mass stability around underground excavations
4 Some critical factors in modeling rock mass stability around underground excavations
5 Theory and background of three-dimensional Distinct Element Code
6 Conducted laboratory tests and results
7 Three-dimensional discontinuum numerical modeling of tunnel stability
8 Conclusions and recommendations for future work
Appendices
Este título pertence ao(s) assunto(s) indicados(s). Para ver outros títulos clique no assunto desejado.
Rock Mass;Multiple Impact Factors;3-D Distinct Element Code;Rock Mass Stability;3DEC;Rock Mass Deformation Modulus;geo-mechanical laboratory tests;Tuffaceous Mudstones;saw-cut smooth joints;Cable Bolts;numerical simulations;Dacite Samples;field deformations;Degradation Area;numerical modelling;Rock Mass Ratings;3-D discontinuum model;Rock Mass Behavior;open tunnels;Underground Excavations;backfilled tunnels;Rock Mass Properties;geology; geological;RMR Value;Swellex Bolts;Rock Mass Classification Systems;Lateral Stress Ratio;Dacite Rock;Joint Friction Angle;Distinct Element Method;In-situ Stresses;Resin Bolts;Equivalent Continuum Modeling;Tunnel Stability;Joint Normal Stiffness;Joint Shear Stiffness
