岩体力学（英文版）

Introducdon

Chapter1 Mechanical characteristics of rocks

1.1 Static characteristics of rocks

1.1.1 Mechanical characteristics of rocks under uniaxial stress condition

1.1.2 Mechanical characteristics of rocks under shear load

1.1.3 Mechanical characteristics of rocks under triaxia!compression

1.2 The rheological characteristics of rocks

1.2.1 Creep curves and its characteristics of rock

1.2.2 Loading methods for the creep tests of rock

1.2.3 Rheologic constitutive models of rock

1.3 Factors affecting mechanical properties of rocks

1.3.1 Influence of mineral components on the mechanical properties of rocks

1.3.2 Influence of the texture and structure of rocks on the mechanical properties of rocks

1.3.3 Influence of water on the mechanical properties of rocks

1.3.4 Influence of temperature on the mechanical properties of rocks

1.4 Failure criterions of reck

1.4.1 Maximum tensile strain criterion

1.4.2 Mohr and Mohr.Coulomb criteria

1.4.3 Griffith and correctional Gdf6th criteria

Chapter 2 Mechanical characteristics of rock mass

2.1 Characteristics of structural plane and structural body in rock mass

2.1.1 Characteristics of structural planes

2.1.2 Characteristics of structural bodies

2.2 Static characteristics of rock mass

2.2.1 Mechanical characteristics of discontinuities under shear load

2.2.2 Failure mechanism of rock mass

2.2.3 Failure criterion and estimmion of strength and deformation parameters of rock mass

2.2.4 Determination of deformation parameters and strength of insitu rock mass

2.3 Dynamic characteristics of rock mass

2.3.1 Elastic wave exploration technique

2.3.2 Acoustic emission technique

2.4 Hydraulical characteristics of rock mass

2.4.1 Hydrogeogical structures of rock mass

2.4.2 Seepage in rock mass

2.5 Thermodynamic characteristics of rock mass

2.5.1 Calorifics prope~ies of rock and determination parameters of calorifics of rock mass

2.5.2 Determination of rock mass calorifics parameters

2.5.3 Thermodynamical effect of rock mass

Chapter 3Synthetical investigation and classification of rock mass

3.1 Methods for synthetical investigation and analysis of rock mass

3.1.1 Borehole investigation

3.1.2 Investigation on exposed surface

3.1.3 Spatial distribution law of structural planes

3.1.4 Statistical law of structural plane spacings

3.2 Classifications of rock mass structure

3.3 Engineering classifications of rock mass

3.3.1 Reference considerations of engineering classification of rock mass

3.3.2 Rock Quality Designation(RQD)index proposed by Deere et al

3.3.3 BieniawskiS Geomechanics Classification of jointed rock mass

3.3.4 Barton et als classification of rock mass

Chapter 4 Original stresses in rock mass

4.1 Gravitationa!stress 5n rock mass

4.2 Tectonic stress in a rock mass

4.2.1 Conception of tectonic stress in a rock mass

4.2.2 Origin of tectonic movement

4.2.3 Analysis of tectonic stress field

4.3 Measurement of original stress in rock mass

4.3.1 Stress relief method

4.3.2 Hydrofracturing method

4.4 Distribution state of original stress in rock mass

Chapter 5 Rock slopei

5.1 Evaluation of potential problems of rock slopes

5.1.1 Basic failure types of slopes

5.1.2 Compiling of structural plot of slope rock mass

5.2 Analysis of plane failure

5.2.1 Conditions of a plane failure

5.2.2 Method for analyzing a plane failure

5.3A nalysis of wedge failure

5.3.1 Analysis of wedge failure：only the friction force of the structural plane is considered

5.3.2 Analysis of wedge failure：consider simultaneously friction and cohesion of discontinuities as well as water pressure

5.3.3 General analytical method of wedge failure

5.4 Monitoring of slope

5.5 Maintenance of a slope

5.5.1 Drainage of a slope

5.5.2 Reinforcement of a slope

Chapter 6 Underground opening

6.1 Underground excavation

6.1.1 Stress distribution in surrounding rock and lining of an excavation

6.1.2 Stability analysis and pressure calculation of surrounding rock

6.1.3 Support and monitoring technique of excavations

6.2 Shaft

6.2.1 Stress distribution in rock mass surrounding a shaft

6.2.2 Evaluation of the stability of rock mass surrounding a shaft

6.2.3 Calculation of pressure on lining of shafts

Chapter 7 Batholith

7.1 Batholith under vertica，Ioad

7.1.1 Stress distribution in batholith

7.1.2 Settlement of batholith

7.1.3 Bearing capacity of batholith

7.2 Batholith under inclined load

7.2.1 Stress distribution in batholith

7.2.2 Bearing capacity of batholith

Appendix 1 Stereographic projection and entity proportional projection

of structural units in rock mass

Appendix 2 Elastoplastic analysis of stress and displacement in surrounding rock

mass of a circular excavation in axial symmetry condition

Appendix 3 Explanation of some professional terms

References