Some New Developments in Rock Mechanics Research and Application

Size: px
Start display at page:

Download "Some New Developments in Rock Mechanics Research and Application"

Transcription

1 Some New Developments in Rock Mechanics Research and Application Jian Zhao Wuhan University, 30 October 014

2 Developments in Rock Mechanics Research and Application Research Micromechanics and critical scale Rock dynamics and fracturing Induced seismicity and earthquake Application Earthquake assessment and rock engineering design Shale gas, hot rock geothermal, carbon sequestration Mass mining and rapid excavation

3 Micromechanics and Critical Scale Micromechanics is adopted in all solid mechanics disciplines, it offers better scientific explanation on how materials behave and fail. Different disciplines focus on different scales. ICAMS, 013

4 Micromechanics and Critical Scale The scale of micromechanics are varying depending on the approaches, e.g., molecular dynamics (MD), Critical Distance (CD), and particle flow. In rock mechanics, Critical Distance (CD) and particle flow are usually adopted.

5 Micromechanics and Critical Scale Micromechanics Research: Defining Critical Distance for various rocks; Defining micromechanics constitutive relation; Proving micromechanics constitutive relation is intrinsic; Reconstituting macro behaviour of rock material. Taylor, 009 EFM Taylor, 007 EFM K IC a = ( π σ 0 )

6 Constitutive Laws of Micromechanics Micromechanics and Critical Scale Micro trans- and inter-granular fracture model (QB Zhang, PhD 014) ) ( ) ( 16 ) 3 sin )(sin ( ) ( ) 3 cos )(3cos ( ) ( ) ( ), ( 1 I 1 I II II I I 1 TG d IG d v k v A v k v A v k v A v G v G β β β β β = Zhang and Zhao, 013 EFM

7 Micromechanics and Critical Scale Micromechanics Numerical Methods and Modelling Distinct lattice spring model (GF Zhao, PhD 010) UDEC with cohesive model (T Kazerani, PhD 011) Particle manifold method (L Sun, PhD 01)

8 Micromechanics and Critical Scale Laboratory Testing and Micromechanics Observation 3D X-ray CT for imaging geomaterials at Monash University s rock mechanics laboratory (Courtesy of PG Ranjith)

9 Rock Dynamics and Fracturing Dynamic behaviour of materials, including rock materials, joints and masses is still relatively less understood, primarily limited by observation means. Modified after Zhao et al, 1999 TUST

10 Rock Dynamics and Fracturing Rock Dynamic Research Roadmap

11 Rock Dynamics and Fracturing Observed Rate Dependent Strength of Rock Materials Zhang and Zhao, 014 RMRE I: [10-5, 10 1 ] s -1 II: [10 1, 600] s -1 III: [600, 3000] s -1

12 Rock Dynamics and Fracturing Experimental Techniques of Rock Dynamics Testing Zhang and Zhao, 014 RMRE

13 High-speed Digital Image Correlation with SHPB Rock Dynamics and Fracturing Photron SA1.1 + macro lens ' ' ' ' ZNCC ] ), ( [ ] ), ( [ ] ), ( [ ] ), ( [ m M M i M M j j i m M M i M M j j i M M i M M j m j i m j i g y x g f y x f g y x g f y x f C = = = = = = = Zhang and Zhao, 013 IJRMMS

14 Rock Dynamics and Fracturing Triaxially Compressed Hopkinson Bar (TriHB) Numerical simulation Schematic Zhao and Cadoni, 013 SNF Report

15 Rock Dynamics and Fracturing Rock Dynamic Strength Criteria and Micromechanics Model Normalized strength Conf_pressure=0MPa Conf_pressure=50MPa Conf_pressure=80MPa Conf_pressure=110MPa Conf_pressure=140MPa Conf_pressure=170MPa Intermediate strain rate (Zhao and Li, 000 IJRMMS) High strain rate (Zhang and Zhao, 013 IJRMMS) Normalized strain rate Sliding wing crack model (Li et al, 001 IJNAMG) 000 IJRMMS

16 Rock Dynamics and Fracturing Wave Propagation across Rock Joints and Rock Mass Analytical solution Numerical modelling XF Deng, PhD 013 Experiment Wu, PhD 013

17 Rock Dynamics and Fracturing Analytical Solutions of Stress Wave Propagation in Rocks Virtual wave source method (Li et al, 010 JGR) Displacement & stress discontinuity model (Zhu and Zhao, 011 GJI) Time-domain recursive method (Li et al, 01 GJI) Modified recursive method (Zhu et al, 01 JAG) Thin-layer interface model (Li et al, 013 JAG) Zhu, PhD 011

18 Rock Dynamics and Fracturing Laboratory Experiments Wave Propagation in Rocks Multiple parallel rock fractures Different fracture spacing and orientations Different fracture apertures and filled materials Wu, PhD 013

19 Rock Dynamics and Fracturing Numerical Modelling of Stress Wave Propagation in Rocks Distinct lattice spring model (Zhu et al, 011 C&G) Particle manifold method (Zhao and Sun, 01 G&G) UDEC and 3DEC (Deng et al 01 RMRE, Zhu et al 013 RMRE) Zhu, Deng and Zhao, RMRE Zhao and Sun 01 G&G

20 Induced Seismicity and Earthquake Induced seismicity becomes an increasing concern with energy technologies that involve injection or withdrawal of fluids from deep rocks. Evans, 01 Geothermics Ellsworth, 013 Science

21 Induced Seismicity and Earthquake Research on Induced Seismicity Energy release and and wave generation during joint shearing Effects of joint geometry and roughness on wave generation Induced seismicity due to hydrofracturing Coupling of hydrothermo-mechanics and seismicity Ellsworth, 013 Science

22 Induced Seismicity and Earthquake Laboratory Experiments on Induced Seismicity Measurements of energy and wave generated and transmitted during rock fracturing using 3D Hopkinson bar. Zhao, 009 SNF Proposal Wave generation during plate shearing. Wu and Zhao, 013 EM

23 Induced Seismicity and Earthquake Development of Induced Seismicity Models Joint shearing seismicity model Rock fracturing seismicity model Californian Fault Lab Scale Goebel and Sammis, 013 PAG Wu and Zhao, 013 EM

24 Earthquake Assessment and Rock Engineering Design To be able to assess earthquake potential (by understanding seismic wave generation, propagation and transformation); To have design methodology for large engineering structures in and on rocks subjected to earthquake and dynamics loads. Deng, PhD 013

25 Shale Gas, Hot Rock Geothermal, Carbon Sequestration To develop techniques creating desired fracture network for shale gas and HR geothermal Zhao, 1994 Geothermics system. World s largest (?) high-pressure, high-temperature testing chamber: sample size mm, temperature 450 C, σ1 σ σ3= 350 MPa, multiphase flow. Courtesy of PG Ranjith.

26 Shale Gas, Hot Rock Geothermal, Carbon Sequestration To estimate flow in fractured rock masses (and permeability Of rock materials and rock masses) for various fluids, including at supercritical state; To assess sustainable heat transfer in hot rock geothermal system; To characterize deep subsurface geology and rock fractures for CO confinement. Courtesy of PG Ranjith

27 Shale Gas, Hot Rock Geothermal, Carbon Sequestration To assess and to manage induced earthquakes in shale gas and deep geothermal system. Spatial distribution of identified fault planes and hypocenters of induced seismicity at Basel (Mukuhira et al, 011 GRC).

28 Mass Mining and Rapid Excavation To develop rock mass characterization system for mass caving mining; To develop tools for modelling and managing rock mass movement; To develop better techniques for controlled rock fragmentation. Elmo et al, 013 ASCE IJG

29 Mass Mining and Rapid Excavation To apply TBM for rapid excavation in mine tunnels that usually are of complex geology and varying grounds. Courtesy of AlpTransit

30 Developments in Rock Mechanics Research and Application Acknowledgements ZHANG Qianbing, EPFL, Switzerland, helped with preparation. LI Jianchun, CAS, China, reviewed some of the contents. RANJITH PG, Monash U, Australia, provided information and images. Past and current PhD students on rock dynamics in the last 5 years: ZHAO Gaofeng, UNSW, Australia KAZERANI Tohid, Nottingham U, UK ZHU Jianbo, HK PolyU, HK SUN Liang, PetroChina, China DENG Xifei, China Rail Construction, China WU Wei, Stanford U, USA ZHANG Qianbing, EPFL, Switzerland

Micromechanism Investigation of Geomaterials using Particle Manifold Method (PMM)

Micromechanism Investigation of Geomaterials using Particle Manifold Method (PMM) NUMERICS in GEOTECHNICS and STRUCTURES 2012, 27 years ZSOIL.PC Micromechanism Investigation of Geomaterials using Particle Manifold Method (PMM) by Liang SUN Laboratory of Rock Mechanics(LMR), EPFL August

More information

Rock slope failure along non persistent joints insights from fracture mechanics approach

Rock slope failure along non persistent joints insights from fracture mechanics approach Rock slope failure along non persistent joints insights from fracture mechanics approach Louis N.Y. Wong PhD(MIT), BSc(HKU) Assistant Professor and Assistant Chair (Academic) Nanyang Technological University,

More information

EOSC433: Geotechnical Engineering Practice & Design

EOSC433: Geotechnical Engineering Practice & Design EOSC433: Geotechnical Engineering Practice & Design Lecture 1: Introduction 1 of 31 Dr. Erik Eberhardt EOSC 433 (Term 2, 2005/06) Overview This course will examine different principles, approaches, and

More information

Modeling of Interfacial Debonding Induced by IC Crack for Concrete Beam-bonded with CFRP

Modeling of Interfacial Debonding Induced by IC Crack for Concrete Beam-bonded with CFRP Proceedings of the World Congress on Engineering 21 Vol II WCE 21, June 2 - July 1, 21, London, U.K. Modeling of Interfacial Debonding Induced by IC Crack for Concrete Beam-bonded with CFRP Lihua Huang,

More information

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression

Module 5: Failure Criteria of Rock and Rock masses. Contents Hydrostatic compression Deviatoric compression FAILURE CRITERIA OF ROCK AND ROCK MASSES Contents 5.1 Failure in rocks 5.1.1 Hydrostatic compression 5.1.2 Deviatoric compression 5.1.3 Effect of confining pressure 5.2 Failure modes in rocks 5.3 Complete

More information

Brittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm

Brittle Deformation. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm Lecture 6 Brittle Deformation Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm WW Norton, unless noted otherwise Brittle deformation EarthStructure (2 nd

More information

Integrating Lab and Numerical Experiments to Investigate Fractured Rock

Integrating Lab and Numerical Experiments to Investigate Fractured Rock Integrating Lab and Numerical Experiments to Investigate Fractured Rock Bradford H. Hager Director, Earth Resources Laboratory and Cecil and Ida Green Professor Department of Earth, Atmospheric and Planetary

More information

Application of the fractal fragmentation model to the fill of natural shear zones

Application of the fractal fragmentation model to the fill of natural shear zones Application of the fractal fragmentation model to the fill of natural shear zones David Mašín Charles University, Institute of Hydrogeology, Engineering Geology and Applied Geophysics, Prague, Czech Republic

More information

Rock Material. Chapter 3 ROCK MATERIAL HOMOGENEITY AND INHOMOGENEITY CLASSIFICATION OF ROCK MATERIAL

Rock Material. Chapter 3 ROCK MATERIAL HOMOGENEITY AND INHOMOGENEITY CLASSIFICATION OF ROCK MATERIAL Chapter 3 Rock Material In all things of nature there is something of the marvelous. Aristotle ROCK MATERIAL The term rock material refers to the intact rock within the framework of discontinuities. In

More information

MEMORANDUM SUBJECT: CERTIFICATE IN ROCK MECHANICS PAPER 1 : THEORY SUBJECT CODE: COMRMC MODERATOR: H YILMAZ EXAMINATION DATE: OCTOBER 2017 TIME:

MEMORANDUM SUBJECT: CERTIFICATE IN ROCK MECHANICS PAPER 1 : THEORY SUBJECT CODE: COMRMC MODERATOR: H YILMAZ EXAMINATION DATE: OCTOBER 2017 TIME: MEMORANDUM SUBJECT: CERTIFICATE IN ROCK MECHANICS PAPER 1 : THEORY EXAMINER: WM BESTER SUBJECT CODE: COMRMC EXAMINATION DATE: OCTOBER 2017 TIME: MODERATOR: H YILMAZ TOTAL MARKS: [100] PASS MARK: (60%)

More information

1 Introduction. 1.1 Aims. 1.2 Rock fractures

1 Introduction. 1.1 Aims. 1.2 Rock fractures 1 Introduction 1.1 Aims Rock fractures occur in a variety of geological processes and range in size from plate boundaries at the scale of hundreds of kilometres to microcracks in crystals at the scale

More information

Material is perfectly elastic until it undergoes brittle fracture when applied stress reaches σ f

Material is perfectly elastic until it undergoes brittle fracture when applied stress reaches σ f Material is perfectly elastic until it undergoes brittle fracture when applied stress reaches σ f Material undergoes plastic deformation when stress exceeds yield stress σ 0 Permanent strain results from

More information

An Investigation on the Effects of Different Stress Regimes on the Magnitude Distribution of Induced Seismic Events

An Investigation on the Effects of Different Stress Regimes on the Magnitude Distribution of Induced Seismic Events An Investigation on the Effects of Different Stress Regimes on the Magnitude Distribution of Induced Seismic Events Afshin Amini, Erik Eberhardt Geological Engineering, University of British Columbia,

More information

Introduction and Background

Introduction and Background Introduction and Background Itasca Consulting Group, Inc. (Itasca) has been participating in the geomechanical design of the underground 118-Zone at the Capstone Minto Mine (Minto) in the Yukon, in northwestern

More information

Jihoon Kim, George J. Moridis, John Edmiston, Evan S. Um, Ernest Majer. Earth Sciences Division, Lawrence Berkeley National Laboratory 24 Mar.

Jihoon Kim, George J. Moridis, John Edmiston, Evan S. Um, Ernest Majer. Earth Sciences Division, Lawrence Berkeley National Laboratory 24 Mar. TOUGH+ROCMECH for the Analysis of coupled Flow, Thermal, Geomechanical and Geophysical Processes Code Description and Applications to Tight/Shale Gas Problems Jihoon Kim, George J. Moridis, John Edmiston,

More information

Advanced numerical modelling methods of rock bolt performance in underground mines

Advanced numerical modelling methods of rock bolt performance in underground mines University of Wollongong Research Online Coal Operators' Conference Faculty of Engineering and Information Sciences 2010 Advanced numerical modelling methods of rock bolt performance in underground mines

More information

Crack-initiation and fracture propagation in reservoir rocks

Crack-initiation and fracture propagation in reservoir rocks Crack-initiation and fracture propagation in reservoir rocks Srutarshi Pradhan Fracture & Flow meeting, January 2013, IMSc, Chennai, India 1 Dynamics of fracture Crack-growth in nano-materials onset of

More information

Rock Mechanics and Seismology Laboratory

Rock Mechanics and Seismology Laboratory CAEE 211 Geology Laboratory 6 Lab Date: 29 July 2016 Rock Mechanics and Seismology Laboratory Due Date: 5 August 2016 Attendance (based on signing): 30 points Submitting Student Name: Members of laboratory

More information

Gain information on the development of Engineered Geothermal Systems (EGS) and enhance our understanding of long-term reservoir behaviour.

Gain information on the development of Engineered Geothermal Systems (EGS) and enhance our understanding of long-term reservoir behaviour. 1 GEOTHERMAL ICL was involved in the first commercial Enhanced Geothermal System (EGS) project in the EU and for over 15 years has undertaken international research programs for the monitoring of rock

More information

Relative Permeability Measurement and Numerical Modeling of Two-Phase Flow Through Variable Aperture Fracture in Granite Under Confining Pressure

Relative Permeability Measurement and Numerical Modeling of Two-Phase Flow Through Variable Aperture Fracture in Granite Under Confining Pressure GRC Transactions, Vol. 36, 2012 Relative Permeability Measurement and Numerical Modeling of Two-Phase Flow Through Variable Aperture Fracture in Granite Under Confining Pressure Noriaki Watanabe, Keisuke

More information

Risk assessment of collapse in shallow caverns using numerical modeling of block interactions with DDA: Suggested approach and case studies

Risk assessment of collapse in shallow caverns using numerical modeling of block interactions with DDA: Suggested approach and case studies Risk assessment of collapse in shallow caverns using numerical modeling of block interactions with DDA: Suggested approach and case studies Yossef H. Hatzor Professor and Chair in Rock Mechanics, BGU,

More information

Tectonics. Lecture 12 Earthquake Faulting GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD

Tectonics. Lecture 12 Earthquake Faulting GNH7/GG09/GEOL4002 EARTHQUAKE SEISMOLOGY AND EARTHQUAKE HAZARD Tectonics Lecture 12 Earthquake Faulting Plane strain 3 Strain occurs only in a plane. In the third direction strain is zero. 1 ε 2 = 0 3 2 Assumption of plane strain for faulting e.g., reverse fault:

More information

Reservoir Geomechanics and Faults

Reservoir Geomechanics and Faults Reservoir Geomechanics and Faults Dr David McNamara National University of Ireland, Galway david.d.mcnamara@nuigalway.ie @mcnamadd What is a Geological Structure? Geological structures include fractures

More information

INL Capabilities and Approach to CO 2 Sequestration. 4 th U.S.-China CO2 Emissions Control Science & Technology Symposium

INL Capabilities and Approach to CO 2 Sequestration. 4 th U.S.-China CO2 Emissions Control Science & Technology Symposium www.inl.gov INL Capabilities and Approach to CO 2 Sequestration 4 th U.S.-China CO2 Emissions Control Science & Technology Symposium Travis McLing, Ph.D. Energy Resources Recovery and Sustainability September

More information

The Frictional Regime

The Frictional Regime The Frictional Regime Processes in Structural Geology & Tectonics Ben van der Pluijm WW Norton+Authors, unless noted otherwise 1/25/2016 10:08 AM We Discuss The Frictional Regime Processes of Brittle Deformation

More information

Finite Element Analysis of FRP Debonding Failure at the Tip of Flexural/Shear Crack in Concrete Beam

Finite Element Analysis of FRP Debonding Failure at the Tip of Flexural/Shear Crack in Concrete Beam Marquette University e-publications@marquette Civil and Environmental Engineering Faculty Research and Publications Civil and Environmental Engineering, Department of 12-1-2013 Finite Element Analysis

More information

Journal of Engineering Science and Technology Review 7 (2) (2014) Research Article

Journal of Engineering Science and Technology Review 7 (2) (2014) Research Article Jestr Journal of Engineering Science and Technology Review 7 (2) (24) 69 74 Research Article JOURNAL OF Engineering Science and Technology Review www.jestr.org Effect of Static-Dynamic Coupling Loading

More information

Activity Submitted by Tim Schroeder, Bennington College,

Activity Submitted by Tim Schroeder, Bennington College, Structural Analysis of a Hot Dry Rock Geothermal Energy System Activity Submitted by Tim Schroeder, Bennington College, tschroeder@bennington.edu Description: This project applies basic geologic skills

More information

Behaviour of Blast-Induced Damaged Zone Around Underground Excavations in Hard Rock Mass Problem statement Objectives

Behaviour of Blast-Induced Damaged Zone Around Underground Excavations in Hard Rock Mass Problem statement Objectives Behaviour of Blast-Induced Damaged Zone Around Underground Excavations in Hard Rock Mass Problem statement Blast-induced damaged zone can affect the affect stability and performance of tunnel. But, we

More information

Chapter 6. Conclusions. 6.1 Conclusions and perspectives

Chapter 6. Conclusions. 6.1 Conclusions and perspectives Chapter 6 Conclusions 6.1 Conclusions and perspectives In this thesis an approach is presented for the in-situ characterization of rocks in terms of the distribution of hydraulic parameters (called SBRC

More information

Yusuke Mukuhira. Integration of Induced Seismicity and Geomechanics For Better Understanding of Reservoir Physics

Yusuke Mukuhira. Integration of Induced Seismicity and Geomechanics For Better Understanding of Reservoir Physics Integration of Induced Seismicity and Geomechanics For Better Understanding of Reservoir Physics Yusuke Mukuhira Postdoctoral Fellow (JSPS research fellow) Department of Earth, Atmospheric, and Planetary

More information

Rock Mechanics and Rock Engineering

Rock Mechanics and Rock Engineering Rock Mechanics and Rock Engineering Overview Rock mechanics is the theoretical and applied science of the mechanical behaviour of rock and rock masses. Rock mechanics deals with the mechanical properties

More information

Seismic stability safety evaluation of gravity dam with shear strength reduction method

Seismic stability safety evaluation of gravity dam with shear strength reduction method Water Science and Engineering, 2009, 2(2): 52-60 doi:10.3882/j.issn.1674-2370.2009.02.006 http://kkb.hhu.edu.cn e-mail: wse@hhu.edu.cn Seismic stability safety evaluation of gravity dam with shear strength

More information

The Mine Geostress Testing Methods and Design

The Mine Geostress Testing Methods and Design Open Journal of Geology, 2014, 4, 622-626 Published Online December 2014 in SciRes. http://www.scirp.org/journal/ojg http://dx.doi.org/10.4236/ojg.2014.412046 The Mine Geostress Testing Methods and Design

More information

Discrete Element Modeling of Thermo-Hydro-Mechanical Coupling in Enhanced Geothermal Reservoirs

Discrete Element Modeling of Thermo-Hydro-Mechanical Coupling in Enhanced Geothermal Reservoirs PROCEEDINGS, Thirty-Eighth Workshop on Geothermal Reservoir Engineering Stanford University, Stanford, California Discrete Element Modeling of Thermo-Hydro-Mechanical Coupling in Enhanced Geothermal Reservoirs

More information

Current challenges at CO 2 Sites

Current challenges at CO 2 Sites Current challenges at CO 2 Sites Ola Eiken et al., Statoil R&D Force seminar on injection safety 4 th December 2013 Offshore Sleipner Onshore In Salah Sub-sea Snøhvit 1 - Classification: External 2010-09-23

More information

This chapter introduces the description of the surface interaction mechanism based on the friction, wear and excavation laws.

This chapter introduces the description of the surface interaction mechanism based on the friction, wear and excavation laws. Chapter 5 Surface interaction 5.1 Introduction This chapter introduces the description of the surface interaction mechanism based on the friction, wear and excavation laws. Whenever two solids touch each

More information

Scale Dependence in the Dynamics of Earthquake Rupture Propagation: Evidence from Geological and Seismological Observations

Scale Dependence in the Dynamics of Earthquake Rupture Propagation: Evidence from Geological and Seismological Observations Euroconference of Rock Physics and Geomechanics: Natural hazards: thermo-hydro-mechanical processes in rocks Erice, Sicily, 25-30 September, 2007 Scale Dependence in the Dynamics of Earthquake Rupture

More information

Lecture #2: Split Hopkinson Bar Systems

Lecture #2: Split Hopkinson Bar Systems Lecture #2: Split Hopkinson Bar Systems by Dirk Mohr ETH Zurich, Department of Mechanical and Process Engineering, Chair of Computational Modeling of Materials in Manufacturing 2015 1 1 1 Uniaxial Compression

More information

Mechanics of Earthquakes and Faulting

Mechanics of Earthquakes and Faulting Mechanics of Earthquakes and Faulting Lectures & 3, 9/31 Aug 017 www.geosc.psu.edu/courses/geosc508 Discussion of Handin, JGR, 1969 and Chapter 1 Scholz, 00. Stress analysis and Mohr Circles Coulomb Failure

More information

Internal Layers of the Earth

Internal Layers of the Earth Lecture #4 notes Geology 3950, Spring 2006; CR Stern Seismic waves, earthquake magnitudes and location, and internal earth structure (pages 28-95 in the 4 th edition and 28-32 and 50-106 in the 5 th edition)

More information

PLATE TECTONIC PROCESSES

PLATE TECTONIC PROCESSES Lab 9 Name Sec PLATE TECTONIC PROCESSES 1. Fill in the blank spaces on the chart with the correct answers. Refer to figures 2.3, 2.4 p.33 (2.2 and 2.3 on p. 23) as needed. 2. With your knowledge of different

More information

3D HM-DEM model for Hydro-Fracturing

3D HM-DEM model for Hydro-Fracturing 3D HM-DEM model for Hydro-Fracturing E. Papachristos, F.V. Donzé & B. Chareyre Laboratoire Sols, Solides, Structures, Grenoble, France efthymios.papachristos@3sr-grenoble.fr,, frederic.donze@3srgrenoble.fr,

More information

When you are standing on a flat surface, what is the normal stress you exert on the ground? What is the shear stress?

When you are standing on a flat surface, what is the normal stress you exert on the ground? What is the shear stress? When you are standing on a flat surface, what is the normal stress you exert on the ground? What is the shear stress? How could you exert a non-zero shear stress on the ground? Hydrostatic Pressure (fluids)

More information

GEOMENGTER - Geomechanical and Geotechnical Engineering

GEOMENGTER - Geomechanical and Geotechnical Engineering Coordinating unit: Teaching unit: Academic year: Degree: ECTS credits: 2015 250 - ETSECCPB - Barcelona School of Civil Engineering 751 - DECA - Department of Civil and Environmental Engineering MASTER'S

More information

Failure Mechanism and Evolution Law of Fractured-Rocks based on Moment Tensor Inversion

Failure Mechanism and Evolution Law of Fractured-Rocks based on Moment Tensor Inversion Failure Mechanism and Evolution Law of Fractured-Rocks based on Moment Tensor Inversion Jinfei Chai 1), Yongtao Gao 1), Shunchuan Wu 1), Langqiu Sun 2), Yu Zhou 1) 1) School of Civil and Environmental

More information

Rheology III. Ideal materials Laboratory tests Power-law creep The strength of the lithosphere The role of micromechanical defects in power-law creep

Rheology III. Ideal materials Laboratory tests Power-law creep The strength of the lithosphere The role of micromechanical defects in power-law creep Rheology III Ideal materials Laboratory tests Power-law creep The strength of the lithosphere The role of micromechanical defects in power-law creep Ideal materials fall into one of the following categories:

More information

Effect of intermediate principal stresses on compressive strength of Phra Wihan sandstone

Effect of intermediate principal stresses on compressive strength of Phra Wihan sandstone Rock Mechanics, Fuenkajorn & Phien-wej (eds) 211. ISBN 978 974 533 636 Effect of intermediate principal stresses on compressive strength of Phra Wihan sandstone T. Pobwandee & K. Fuenkajorn Geomechanics

More information

Simulation of the cutting action of a single PDC cutter using DEM

Simulation of the cutting action of a single PDC cutter using DEM Petroleum and Mineral Resources 143 Simulation of the cutting action of a single PDC cutter using DEM B. Joodi, M. Sarmadivaleh, V. Rasouli & A. Nabipour Department of Petroleum Engineering, Curtin University,

More information

Gas Shale Hydraulic Fracturing, Enhancement. Ahmad Ghassemi

Gas Shale Hydraulic Fracturing, Enhancement. Ahmad Ghassemi Gas Shale Hydraulic Fracturing, Stimulated Volume and Permeability Enhancement Ahmad Ghassemi Tight Gas A reservoir that cannot produce gas in economic quantities without massive fracture stimulation treatments

More information

Anisotropy of Shale Properties: A Multi-Scale and Multi-Physics Characterization

Anisotropy of Shale Properties: A Multi-Scale and Multi-Physics Characterization Observation Scale Wavelength 10 0 10 4 10 6 10 8 10 12 10 16 10 18 10 20 Frequency (Hz) Anisotropy of Shale Properties: A Multi-Scale and Multi-Physics Characterization Elastic, Mechanical, Petrophysical

More information

Location uncertainty for a microearhquake cluster

Location uncertainty for a microearhquake cluster Analysis of location uncertainty for a microearhquake cluster: A case study Gabriela Melo, Alison Malcolm, Oleg Poliannikov, and Michael Fehler Earth Resources Laboratory - Earth, Atmospheric, and Planetary

More information

Discrete Element Modelling of a Reinforced Concrete Structure

Discrete Element Modelling of a Reinforced Concrete Structure Discrete Element Modelling of a Reinforced Concrete Structure S. Hentz, L. Daudeville, F.-V. Donzé Laboratoire Sols, Solides, Structures, Domaine Universitaire, BP 38041 Grenoble Cedex 9 France sebastian.hentz@inpg.fr

More information

Fault Representation Methods for Spontaneous Dynamic Rupture Simulation. Luis A. Dalguer

Fault Representation Methods for Spontaneous Dynamic Rupture Simulation. Luis A. Dalguer Fault Representation Methods for Spontaneous Dynamic Rupture Simulation Luis A. Dalguer Computational Seismology Group Swiss Seismological Service (SED) ETH-Zurich July 12-18, 2011 2 st QUEST Workshop,

More information

Methods of Interpreting Ground Stress Based on Underground Stress Measurements and Numerical Modelling

Methods of Interpreting Ground Stress Based on Underground Stress Measurements and Numerical Modelling University of Wollongong Research Online Coal Operators' Conference Faculty of Engineering and Information Sciences 2006 Methods of Interpreting Ground Stress Based on Underground Stress Measurements and

More information

An Energy Dissipative Constitutive Model for Multi-Surface Interfaces at Weld Defect Sites in Ultrasonic Consolidation

An Energy Dissipative Constitutive Model for Multi-Surface Interfaces at Weld Defect Sites in Ultrasonic Consolidation An Energy Dissipative Constitutive Model for Multi-Surface Interfaces at Weld Defect Sites in Ultrasonic Consolidation Nachiket Patil, Deepankar Pal and Brent E. Stucker Industrial Engineering, University

More information

Seismotectonics of intraplate oceanic regions. Thermal model Strength envelopes Plate forces Seismicity distributions

Seismotectonics of intraplate oceanic regions. Thermal model Strength envelopes Plate forces Seismicity distributions Seismotectonics of intraplate oceanic regions Thermal model Strength envelopes Plate forces Seismicity distributions Cooling of oceanic lithosphere also increases rock strength and seismic velocity. Thus

More information

Lecture 5. Rheology. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm

Lecture 5. Rheology. Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm Lecture 5 Rheology Earth Structure (2 nd Edition), 2004 W.W. Norton & Co, New York Slide show by Ben van der Pluijm WW Norton; unless noted otherwise Rheology is... the study of deformation and flow of

More information

Quiz Seven (2:00 to 2:02 PM)

Quiz Seven (2:00 to 2:02 PM) Quiz Seven (2:00 to 2:02 PM) UNIVERSITY OF SOUTH ALABAMA GY 111: Physical Geology Lecture 22: Agents of Metamorphism Instructor: Dr. Douglas W. Haywick Last Time Rock Deformation A) Confining pressure

More information

Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels

Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels Influences of material dilatancy and pore water pressure on stability factor of shallow tunnels YANG Xiao-li( ), HUANG Fu( ) School of Civil and Architectural Engineering, Central South University, Changsha

More information

Limit analysis of brick masonry shear walls with openings under later loads by rigid block modeling

Limit analysis of brick masonry shear walls with openings under later loads by rigid block modeling Limit analysis of brick masonry shear walls with openings under later loads by rigid block modeling F. Portioli, L. Cascini, R. Landolfo University of Naples Federico II, Italy P. Foraboschi IUAV University,

More information

THE EFFECT OF THERMOELASTIC STRESS CHANGE IN THE NEAR WELLBORE REGION ON HYDRAULIC FRACTURE GROWTH

THE EFFECT OF THERMOELASTIC STRESS CHANGE IN THE NEAR WELLBORE REGION ON HYDRAULIC FRACTURE GROWTH PROCEEDINGS, Thirty-Seventh Workshop on Geothermal Reservoir Engineering Stanford University, Stanford, California, 30 Jan 2011-1 Feb 2012 THE EFFECT OF THERMOELASTIC STRESS CHANGE IN THE NEAR WELLBORE

More information

Dynamic analysis. 1. Force and stress

Dynamic analysis. 1. Force and stress Dynamic analysis 1. Force and stress Dynamics is the part of structural geology that involves energy, force, stress, and strength. It's very important to distinguish dynamic concepts from kinematic ones.

More information

The Mechanics of Earthquakes and Faulting

The Mechanics of Earthquakes and Faulting The Mechanics of Earthquakes and Faulting Christopher H. Scholz Lamont-Doherty Geological Observatory and Department of Earth and Environmental Sciences, Columbia University 2nd edition CAMBRIDGE UNIVERSITY

More information

TITLE Brazilian tensile strength test: post-failure behavior of Jurassic and Cretaceous shales from Svalbard

TITLE Brazilian tensile strength test: post-failure behavior of Jurassic and Cretaceous shales from Svalbard TITLE Brazilian tensile strength test: post-failure behavior of Jurassic and Cretaceous shales from Svalbard AUTHORS Mohsin Abbas 1, Bahman Bohloli 2, Elin Skurtveit 2, Nazmul Hague Mondol 1, 2, Lars Grande

More information

The experimental study on displacement pressure in fractured reservoir of Mudstone

The experimental study on displacement pressure in fractured reservoir of Mudstone IOSR Journal of Engineering (IOSRJEN) ISSN (e): 225-321, ISSN (p): 2278-8719 Vol. 6, Issue 2 (February. 216), V1 PP 1-5 www.iosrjen.org Wei Huabin 1, Gan Ning 2, Zhu Huanlai 1, Li Jingying 1, Zhai Zhiwei

More information

Laboratory Shear Stimulation and Hydraulic Fracture Characterization Using Acoustic Emission

Laboratory Shear Stimulation and Hydraulic Fracture Characterization Using Acoustic Emission 31 st Conference of the European Working Group on Acoustic Emission (EWGAE) Th.2.A.1 More Info at Open Access Database www.ndt.net/?id=17553 Laboratory Shear Stimulation and Hydraulic Fracture Characterization

More information

Stress arch bunch and its formation mechanism in blocky stratified rock masses

Stress arch bunch and its formation mechanism in blocky stratified rock masses Journal of Rock Mechanics and Geotechnical Engineering. 2012, 4 (1): 19 27 Stress arch bunch and its formation mechanism in blocky stratified rock masses Xin Huang 1, 2 1, 2*, Zixin Zhang 1 State Key Laboratory

More information

The effect of discontinuities on stability of rock blocks in tunnel

The effect of discontinuities on stability of rock blocks in tunnel International Journal of the Physical Sciences Vol. 6(31), pp. 7132-7138, 30 November, 2011 Available online at http://www.academicjournals.org/ijps DOI: 10.5897/IJPS11.777 ISSN 1992-1950 2011 Academic

More information

Mechanics of Earthquakes and Faulting

Mechanics of Earthquakes and Faulting Mechanics of Earthquakes and Faulting www.geosc.psu.edu/courses/geosc508 Surface and body forces Tensors, Mohr circles. Theoretical strength of materials Defects Stress concentrations Griffith failure

More information

What allows seismic events to grow big?: Insights from fault roughness and b-value analysis in stick-slip experiments

What allows seismic events to grow big?: Insights from fault roughness and b-value analysis in stick-slip experiments What allows seismic events to grow big?: Insights from fault roughness and b-value analysis in stick-slip experiments T. H. W. Goebel 1, G. Kwiatek 2, T. W. Becker 3, G. Dresen 2, E.E. Brodsky 1 1 UC Santa

More information

Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams

Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams Practical methodology for inclusion of uplift and pore pressures in analysis of concrete dams Michael McKay 1 and Francisco Lopez 2 1 Dams Engineer, GHD Pty 2 Principal Dams/Structural Engineer, GHD Pty

More information

Figure 1 shows a sketch of loading conditions and sample geometry of the employed Westerly

Figure 1 shows a sketch of loading conditions and sample geometry of the employed Westerly Supplementary Information: Off-fault damage and acoustic emission distributions during the evolution of structurally-complex faults over series of stick-slip events T. H. W. Goebel 1*, T. W. Becker 1,

More information

STRESSES AROUND UNDERGROUND OPENINGS CONTENTS

STRESSES AROUND UNDERGROUND OPENINGS CONTENTS STRESSES AROUND UNDERGROUND OPENINGS CONTENTS 6.1 Introduction 6. Stresses Around Underground Opening 6.3 Circular Hole in an Elasto-Plastic Infinite Medium Under Hdrostatic Loading 6.4 Plastic Behaviour

More information

ROCK MASS PROPERTIES FOR TUNNELLING

ROCK MASS PROPERTIES FOR TUNNELLING ROCK MASS PROPERTIES FOR TUNNELLING Robert Bertuzzi 2 nd November 2017 1 Driver Estimating the strength and deformation characteristics of a rock mass for tunnel design is generally based on empiricism

More information

Modeling pressure response into a fractured zone of Precambrian basement to understand deep induced-earthquake hypocenters from shallow injection

Modeling pressure response into a fractured zone of Precambrian basement to understand deep induced-earthquake hypocenters from shallow injection Modeling pressure response into a fractured zone of Precambrian basement to understand deep induced-earthquake hypocenters from shallow injection S. Raziperchikolaee 1 and J. F. Miller 1 Abstract Analysis

More information

Flagship stimulation experiment in the deep underground laboratory, risk study SCCER Annual meeting , Sitten, Switzerland

Flagship stimulation experiment in the deep underground laboratory, risk study SCCER Annual meeting , Sitten, Switzerland Flagship stimulation experiment in the deep underground laboratory, risk study SCCER Annual meeting 12 13.09.2016, Sitten, Switzerland F. Amann, V. Gischig, J. Doetsch, M. Jalali, M. Broccardo, S. Esposito,

More information

Insights into subdecimeter fracturing processes during the hydraulic fracture experiment in Äspö hard rock laboratory, Sweden

Insights into subdecimeter fracturing processes during the hydraulic fracture experiment in Äspö hard rock laboratory, Sweden Insights into subdecimeter fracturing processes during the hydraulic fracture experiment in Äspö hard rock laboratory, Sweden G. Kwiatek 1, P. Martínez-Garzón 1, K. Plenkers 2, M. Leonhardt 1, A. Zang

More information

FRICTIONAL HEATING DURING AN EARTHQUAKE. Kyle Withers Qian Yao

FRICTIONAL HEATING DURING AN EARTHQUAKE. Kyle Withers Qian Yao FRICTIONAL HEATING DURING AN EARTHQUAKE Kyle Withers Qian Yao Temperature Change Along Fault Mode II (plain strain) crack rupturing bilaterally at a constant speed v r Idealize earthquake ruptures as shear

More information

The San Andreas Fault Observatory at Depth: Recent Site Characterization Studies and the 2.2-Km-Deep Pilot Hole

The San Andreas Fault Observatory at Depth: Recent Site Characterization Studies and the 2.2-Km-Deep Pilot Hole The San Andreas Fault Observatory at Depth: Recent Site Characterization Studies and the 2.2-Km-Deep Pilot Hole Steve Hickman and Bill Ellsworth (USGS) Mark Zoback (Stanford University) and the Pre-EarthScope

More information

Main Means of Rock Stress Measurement

Main Means of Rock Stress Measurement Real Stress Distributions through Sedimentary Strata and Implications for Reservoir Development and Potential Gas and Coal Development Strategies Ian Gray Sigra Pty Ltd 93 Colebard St West, Acacia Ridge,

More information

PROGRESSIVE FAILURE MECHANISMS IN JOINTED ROCK: INSIGHT FROM 3D DEM MODELLING

PROGRESSIVE FAILURE MECHANISMS IN JOINTED ROCK: INSIGHT FROM 3D DEM MODELLING II International Conference on Particle-based Methods Fundamentals and Applications PARTICLES 2011 E. Oñate and D.R.J. Owen (Eds) PROGRESSIVE FAILURE MECHANISMS IN JOINTED ROCK: INSIGHT FROM 3D DEM MODELLING

More information

Landslide FE Stability Analysis

Landslide FE Stability Analysis Landslide FE Stability Analysis L. Kellezi Dept. of Geotechnical Engineering, GEO-Danish Geotechnical Institute, Denmark S. Allkja Altea & Geostudio 2000, Albania P. B. Hansen Dept. of Geotechnical Engineering,

More information

Role of lithological layering on spatial variation of natural and induced fractures in hydraulic fracture stimulation

Role of lithological layering on spatial variation of natural and induced fractures in hydraulic fracture stimulation Role of lithological layering on spatial variation of natural and induced fractures in hydraulic fracture stimulation Vincent Roche *, Department of Physics, University of Alberta, Edmonton roche@ualberta.ca

More information

The Interaction of Reservoir Engineering and Geomechanics (a story)

The Interaction of Reservoir Engineering and Geomechanics (a story) The Interaction of Reservoir Engineering and Geomechanics (a story) Brian G D Smart FREng, FRSE, FIMMM, CEng Petromall Ltd Why is the interaction a good thing? Assertion - Reservoir Geomechanics enables

More information

LINK BETWEEN ATTENUATION AND VELOCITY DISPERSION

LINK BETWEEN ATTENUATION AND VELOCITY DISPERSION LINK BETWEEN ATTENUATION AND VELOCITY DISPERSION Jack Dvorkin Stanford University and Rock Solid Images April 25, 2005 SUMMARY In a viscoelastic sample, the causality principle links the attenuation of

More information

Crustal Deformation. Earth Systems 3209

Crustal Deformation. Earth Systems 3209 Crustal Deformation Earth Systems 3209 Crustal Deformation pg. 415 Refers to all changes in the original form and/or size of a rock body. May also produce changes in the location and orientation of rocks.

More information

Possibility of reservoir induced seismicity around three gorges dam on Yangtze river

Possibility of reservoir induced seismicity around three gorges dam on Yangtze river Int. J. Rock Mech. & Min. Sci. Vol. 34, No. 3-4, 1997 To cite this paper: Int. J. RockMech. &Min. Sci. 34:34, Paper No. 076 Possibility of reservoir induced seismicity around three gorges dam on Yangtze

More information

Soft stimulation and induced seismicity

Soft stimulation and induced seismicity Soft stimulation and induced seismicity Ernst HUENGES, Arno ZANG, Kwang Yeom Kim, and the DESTRESS-team GFZ Potsdam, huenges@gfz-potsdam.de How Do We Define Soft Stimulation? DESTRESS demonstrates methods

More information

INFLUENCE OF LOCAL PERTURBATION ON REGIONAL STRESS AND ITS IMPACT ON THE DESIGN OF MAJOR UNDERGROUND STRUCTURE IN HYDROELECTRIC PROJECT

INFLUENCE OF LOCAL PERTURBATION ON REGIONAL STRESS AND ITS IMPACT ON THE DESIGN OF MAJOR UNDERGROUND STRUCTURE IN HYDROELECTRIC PROJECT INFLUENCE OF LOCAL PERTURBATION ON REGIONAL STRESS AND ITS IMPACT ON THE DESIGN OF MAJOR UNDERGROUND STRUCTURE IN HYDROELECTRIC PROJECT *D.S. Subrahmanyam National Institute of Rock Mechanics, Bangalore

More information

Numerical modeling of mining subsidence in the Southern Coalfield of New South Wales, Australia

Numerical modeling of mining subsidence in the Southern Coalfield of New South Wales, Australia Numerical modeling of mining subsidence in the Southern Coalfield of New South Wales, Australia C. Zhang, R. Mitra, & B. Hebblewhite School of Mining Engineering, The University of New South Wales, Sydney,

More information

A review of friction laws and their application for simulation of microseismicity prior to hydraulic fracturing

A review of friction laws and their application for simulation of microseismicity prior to hydraulic fracturing A review of friction laws and their application for simulation of microseismicity prior to hydraulic fracturing Jiyang Ye, Mirko Van Der Baan (Email: jiyang1@ualberta.ca, Mirko.VanderBaan@ualberta.ca)

More information

Influence of the undercut height on the behaviour of pillars at the extraction level in block and panel caving operations

Influence of the undercut height on the behaviour of pillars at the extraction level in block and panel caving operations Caving 2018 Y Potvin and J Jakubec (eds) 2018 Australian Centre for Geomechanics, Perth, ISBN 978-0-9924810-9-4 https://papers.acg.uwa.edu.au/p/1815_24_alvarez/ Influence of the undercut height on the

More information

Stress and Wear Analysis of the Disc Cutter of Rock Tunnel Boring Machine

Stress and Wear Analysis of the Disc Cutter of Rock Tunnel Boring Machine Send Orders for Reprints to reprints@benthamscience.ae The Open Mechanical Engineering Journal, 2015, 9, 721-725 721 Open Access Stress and Wear Analysis of the Disc Cutter of Rock Tunnel Boring Machine

More information

Further Research into Methods of Analysing the October 2000 Stability of Deep Open Pit Mines EXECUTIVE SUMMARY

Further Research into Methods of Analysing the October 2000 Stability of Deep Open Pit Mines EXECUTIVE SUMMARY EXECUTIVE SUMMARY This report presents the results of a program of further research into the use of a combined approach of numerical and centrifuge modeling in assessing the stability of deep open pit

More information

Particle flow simulation of sand under biaxial test

Particle flow simulation of sand under biaxial test 5th International Conference on Civil Engineering and Transportation (ICCET 2015) Particle flow simulation of sand under biaxial test Xiao-li Dong1,2, a *,Wei-hua Zhang1,a 1 Beijing City University, China

More information

Effects of shearing direction on shear behaviour of rock joints

Effects of shearing direction on shear behaviour of rock joints University of Wollongong Research Online Coal Operators' Conference Faculty of Engineering and Information Sciences 2014 Effects of shearing direction on shear behaviour of rock joints Ali Mirzaghorbanali

More information

Table of Contents. Foreword... xiii Introduction... xv

Table of Contents. Foreword... xiii Introduction... xv Foreword.... xiii Introduction.... xv Chapter 1. Controllability of Geotechnical Tests and their Relationship to the Instability of Soils... 1 Roberto NOVA 1.1. Introduction... 1 1.2. Load control... 2

More information

A PRESSURE VESSEL FOR TRUE-TRIAXIAL DEFORMATION & FLUID FLOW DURING FRICTIONAL SHEAR

A PRESSURE VESSEL FOR TRUE-TRIAXIAL DEFORMATION & FLUID FLOW DURING FRICTIONAL SHEAR A PRESSURE VESSEL FOR TRUE-TRIAXIAL DEFORMATION & FLUID FLOW DURING FRICTIONAL SHEAR Chris Marone, Brett Carperter, Derek Elsworth, Igor Faoro, Matt Ikari, Matt Knuth, André Niemeijer, Demian Saffer, and

More information

Analysis of Controlling Parameters for Shear behavior of Rock Joints with FLAC3D

Analysis of Controlling Parameters for Shear behavior of Rock Joints with FLAC3D International Journal of Structural and Civil Engineering Research Vol. 5, No. 1, February 2016 Analysis of Controlling Parameters for Shear behavior of Rock Joints with FLAC3D Prasoon Tiwari and Hakan

More information