Author: Bernard Amadei
Publisher: Springer Science & Business Media
ISBN: 3642820409
Category : Technology & Engineering
Languages : en
Pages : 498
Book Description
Any undisturbed rock mass is subject to natural stresses inclu ding gravitational stresses due to the mass of the overburden and possibly tectonic stresses due to the straining of the earth's crust and remanent stresses due to past tectonism. Knowledge of the in situ stress field must be integrated into any rock engineering design along with general rock mass characteristics such as de for mability, strength, permeability and time dependent behavior. For example, the choice of optimum orientation and shape of deep underground caverns or complex underground works will be controlled by the orientation and the magnitude of the in situ stress @ield if it is necessary to minimize stress concentration problems. Long term variation of the in situ stress field may also help to evaluate the potential hazard of earthquake occurences. The magnitude and orientation of the stress field ata point within a rock mass can be measured but there is no known method by which the state of stress at a point can be accurately determined by instruments located remotely. In general, measurements are made inside boreholes, on outcrops or on the internal surfaces of under ground cavities. Most of the measuring techniques intentionally disturb the state of stress in the rock and then measure consequent strains and displacements. Measured strains or displacements are then related to the stresses through assumptions of material behavior. A common procedure is to assume that the rock mass is linearly elastic, isotropic, continuous and homogeneous.
Rock Anisotropy and the Theory of Stress Measurements
Author: Bernard Amadei
Publisher: Springer Science & Business Media
ISBN: 3642820409
Category : Technology & Engineering
Languages : en
Pages : 498
Book Description
Any undisturbed rock mass is subject to natural stresses inclu ding gravitational stresses due to the mass of the overburden and possibly tectonic stresses due to the straining of the earth's crust and remanent stresses due to past tectonism. Knowledge of the in situ stress field must be integrated into any rock engineering design along with general rock mass characteristics such as de for mability, strength, permeability and time dependent behavior. For example, the choice of optimum orientation and shape of deep underground caverns or complex underground works will be controlled by the orientation and the magnitude of the in situ stress @ield if it is necessary to minimize stress concentration problems. Long term variation of the in situ stress field may also help to evaluate the potential hazard of earthquake occurences. The magnitude and orientation of the stress field ata point within a rock mass can be measured but there is no known method by which the state of stress at a point can be accurately determined by instruments located remotely. In general, measurements are made inside boreholes, on outcrops or on the internal surfaces of under ground cavities. Most of the measuring techniques intentionally disturb the state of stress in the rock and then measure consequent strains and displacements. Measured strains or displacements are then related to the stresses through assumptions of material behavior. A common procedure is to assume that the rock mass is linearly elastic, isotropic, continuous and homogeneous.
Publisher: Springer Science & Business Media
ISBN: 3642820409
Category : Technology & Engineering
Languages : en
Pages : 498
Book Description
Any undisturbed rock mass is subject to natural stresses inclu ding gravitational stresses due to the mass of the overburden and possibly tectonic stresses due to the straining of the earth's crust and remanent stresses due to past tectonism. Knowledge of the in situ stress field must be integrated into any rock engineering design along with general rock mass characteristics such as de for mability, strength, permeability and time dependent behavior. For example, the choice of optimum orientation and shape of deep underground caverns or complex underground works will be controlled by the orientation and the magnitude of the in situ stress @ield if it is necessary to minimize stress concentration problems. Long term variation of the in situ stress field may also help to evaluate the potential hazard of earthquake occurences. The magnitude and orientation of the stress field ata point within a rock mass can be measured but there is no known method by which the state of stress at a point can be accurately determined by instruments located remotely. In general, measurements are made inside boreholes, on outcrops or on the internal surfaces of under ground cavities. Most of the measuring techniques intentionally disturb the state of stress in the rock and then measure consequent strains and displacements. Measured strains or displacements are then related to the stresses through assumptions of material behavior. A common procedure is to assume that the rock mass is linearly elastic, isotropic, continuous and homogeneous.
Geophysical Abstracts
Author:
Publisher:
ISBN:
Category : Geophysics
Languages : en
Pages : 962
Book Description
Publisher:
ISBN:
Category : Geophysics
Languages : en
Pages : 962
Book Description
Report of Investigations
Author:
Publisher:
ISBN:
Category : Mineral industries
Languages : en
Pages : 482
Book Description
Publisher:
ISBN:
Category : Mineral industries
Languages : en
Pages : 482
Book Description
Some Anisotropic Considerations in Rock Stress Determinations
Author: Robert M. Becker
Publisher:
ISBN:
Category : Rock pressure
Languages : en
Pages : 32
Book Description
Publisher:
ISBN:
Category : Rock pressure
Languages : en
Pages : 32
Book Description
Geophysical Abstracts
Author: Geological Survey (U.S.)
Publisher:
ISBN:
Category : Geophysics
Languages : en
Pages : 792
Book Description
Publisher:
ISBN:
Category : Geophysics
Languages : en
Pages : 792
Book Description
Bureau of Mines Test Procedures for Rocks
Author: United States. Bureau of Mines
Publisher:
ISBN:
Category : Rock mechanics
Languages : en
Pages : 236
Book Description
Publisher:
ISBN:
Category : Rock mechanics
Languages : en
Pages : 236
Book Description
Information Circular
Author:
Publisher:
ISBN:
Category : Mine safety
Languages : en
Pages : 842
Book Description
Publisher:
ISBN:
Category : Mine safety
Languages : en
Pages : 842
Book Description
Elastic Wave Velocity and Attenuation as Used to Define Phases of Loading and Failure in Coal
Author: V. R. Shea-Albin
Publisher:
ISBN:
Category : Coal
Languages : en
Pages : 52
Book Description
Publisher:
ISBN:
Category : Coal
Languages : en
Pages : 52
Book Description
An Ultrasonic Method for Determining the Elastic Symmetry of Materials
Author: Thomas Robert Bur
Publisher:
ISBN:
Category : Anisotropy
Languages : en
Pages : 30
Book Description
Publisher:
ISBN:
Category : Anisotropy
Languages : en
Pages : 30
Book Description
Unconventional Reservoir Geomechanics
Author: Mark D. Zoback
Publisher: Cambridge University Press
ISBN: 1107087074
Category : Business & Economics
Languages : en
Pages : 495
Book Description
A comprehensive overview of the key geologic, geomechanical and engineering principles that govern the development of unconventional oil and gas reservoirs. Covering hydrocarbon-bearing formations, horizontal drilling, reservoir seismology and environmental impacts, this is an invaluable resource for geologists, geophysicists and reservoir engineers.
Publisher: Cambridge University Press
ISBN: 1107087074
Category : Business & Economics
Languages : en
Pages : 495
Book Description
A comprehensive overview of the key geologic, geomechanical and engineering principles that govern the development of unconventional oil and gas reservoirs. Covering hydrocarbon-bearing formations, horizontal drilling, reservoir seismology and environmental impacts, this is an invaluable resource for geologists, geophysicists and reservoir engineers.