Rock Anisotropy and the Theory of Stress Measurements
Series: Lecture Notes in Engineering; 2;
- Publisher's listprice EUR 106.99
-
45 385 Ft (43 223 Ft + 5% VAT)
The price is estimated because at the time of ordering we do not know what conversion rates will apply to HUF / product currency when the book arrives. In case HUF is weaker, the price increases slightly, in case HUF is stronger, the price goes lower slightly.
- Discount 20% (cc. 9 077 Ft off)
- Discounted price 36 307 Ft (34 578 Ft + 5% VAT)
45 385 Ft
Availability
Estimated delivery time: In stock at the publisher, but not at Prospero's office. Delivery time approx. 3-5 weeks.
Not in stock at Prospero.
Why don't you give exact delivery time?
Delivery time is estimated on our previous experiences. We give estimations only, because we order from outside Hungary, and the delivery time mainly depends on how quickly the publisher supplies the book. Faster or slower deliveries both happen, but we do our best to supply as quickly as possible.
Product details:
- Edition number Softcover reprint of the original 1st ed. 1983
- Publisher Springer
- Date of Publication 1 May 1983
- Number of Volumes 1 pieces, Book
- ISBN 9783540123880
- Binding Paperback
- No. of pages482 pages
- Size 244x170 mm
- Weight 854 g
- Language English
- Illustrations XVIII, 482 p. 0
Categories
Long 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.
Springer Book Archives
Table of Contents:
1: Introduction.- 2: Deformability of Anisotropic Rocks.- 2.1 Introduction.- 2.2 Constitutive Relations.- 2.3 Testing of Anisotropic Rocks.- 3: Strength of Anisotropic Rocks.- 3.1 Introduction.- 3.2 Experimental Observations.- 3.3 Analytical Models.- 4: Elastic Equilibrium of an Anisotropic Homogeneous Body Bounded Internally by a Cylindrical Surface of Arbitrary Cross Section.- 4.1 Introduction.- 4.2 Geometry and Definition of the Problem.- 4.3 Formulation of the Problem.- 4.4 Special Case of Anisotropy: A Plane of Elastic Symmetry Perpendicular to the Hole Axis.- 4.5 Plane Strain and Plane Stress Formulations.- 4.6 Particular Solution for an Infinite Cylinder with a Circular Cross Section.- 5: Elastic Equilibrium of an Anisotropic Homogeneous Body Bounded Internally by an Isotropic Inclusion of Circular Cross Section.- 5.1 Introduction.- 5.2 Geometry and Definition of the Problem.- 5.3 Formulation of Problem (A).- 5.4 Formulation of Problem (B).- 5.5 Condition of Continuity.- 5.6 Closed Form Solutions.- 5.7 Remarks.- 5.8 Numerical Examples.- 6: Influence of Rock Anisotropy on Stress Measurements by Overcoring Techniques.- 6.1 Introduction.- 6.2 In Situ Determination of Stress by Relief Techniques.- 6.3 Information Obtained from Measuring Techniques.- 6.4 General Formulas for Overcoring and Undercoring Techniques.- 6.5 General Results for Overcoring in Anisotropic Media.- 7: Summary and Conclusions.- References.- Appendix 2.1.- Appendix 4.1.- Appendix 4.2.- Appendix 4.3.- Appendix 4.4.- Appendix 4.5.- Appendix 4.6.- Appendix 4.7.- Appendix 4.8.- Appendix 5.1.- Appendix 5.2.- Appendix 5.3.- Appendix 5.4.- Appendix 6.1.- Appendix 6.2: Program Berni 1.- Appendix 6.3: Program Berni 2.- Appendix 6.4: Program Berni 3.- Appendix 6.5: Program listings.
More
Rock Anisotropy and the Theory of Stress Measurements
Subcribe now and receive a favourable price.
Subscribe
45 385 HUF
