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Rock Mechanics: Course held at the Department of Mechanics of Solids (CISM International Centre for Mechanical Sciences)

معرفی کتاب «Rock Mechanics: Course held at the Department of Mechanics of Solids (CISM International Centre for Mechanical Sciences)» نوشتهٔ Leopold Müller (eds.)، منتشرشده توسط نشر Springer-Verlag Wien در سال 1974. این کتاب در فرمت pdf، زبان انگلیسی ارائه شده است.

Much of the research on fracture of rocks or rock-like materials conducted over the past two decades may be considered as "academic studies" of the general phenomenon of fracture. Yet, the understanding of this phenomenon is fundamental if a material is used in any engineering design, whether the aim is to prevent failure of the structure or to promote it. Fracture theories existing are generally empirical and derived from experimental results of laboratory test with simple boundary conditions. Because of the basic weakness of rock intension and because in general the environmental stresses in rock mechanics are compressive most of these theories consider fracture under compressive stress conditions. The Coulomb-Navier-, the Mohr-, the Griffith and the McClintock and Walsh criteria are typical examples and will be considered in the following. In addition the tendency during the past was in making accurate experiments under conditions of homogeneous stresses. To obtain information about the fracture behaviour with unequal principal stresses systems have to be used which involve inhomogeneous stresses. This case is of particular interest, since in practical rock mechanics we may expect conditions of highly inhomogeneous stresses. However, a consideration of such situations involve additional assumptions like the applicability of the theory of elasticity for calculating the stress field, which may be open to question. A distinction has to be made between fracture initiation and fracture propagation, since a detailed observation of the total fracture process in rock was possible by means of "stiff" and "servo-controlled" loading systems. Front Matter....Pages N3-V Introductory Lecture....Pages 1-13 Technical Parameters of Rock and Rock Masses....Pages 15-34 Geology in Rock Mechanics....Pages 35-69 A Review of Fracture Criteria of Brittle Rock....Pages 71-84 Brittle Fracture of Rocks....Pages 85-94 Failure Mechanism of Jointed Rock....Pages 95-109 Introductory Lecture on Finite Element Analysis for Jointed Rocks....Pages 111-129 Rock Anisotropy....Pages 131-169 Engineering Properties of Jointed Rock....Pages 171-186 Friction Properties and Frictional Behavior of Rock Separation Planes....Pages 187-196 Analytical Methods for Rock Slope Analysis....Pages 197-211 Mechanisms of Slope Failure Other Than Pure Sliding....Pages 213-220 Graphical Methods for Slope Stability Analysis....Pages 221-239 Rock Stabilization....Pages 241-282 Underground Openings — Principles of Design....Pages 283-297 Rock Hydraulics....Pages 299-387
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