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Rock and soil mechanics /
Although theoretical in character, this book provides a useful source of information for those dealing with practical problems relating to rock and soil mechanics - a discipline which, in the view of the authors, attempts to apply the theory of continuum to the mechanical investigation of rock and s...
| Clasificación: | Libro Electrónico |
|---|---|
| Otros Autores: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Polaco |
| Publicado: |
Amsterdam ; New York : Warsaw : New York, NY :
Elsevier ; PWN--Polish Scientific Publishers ; Distribution for the U.S.A. and Canada, Elsevier Science Pub. Co.,
1989.
|
| Colección: | Developments in geotechnical engineering ;
48. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
MARC
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| 130 | 0 | |a Mechanika ska� i grunt�ow. |l English. | |
| 245 | 1 | 0 | |a Rock and soil mechanics / |c by W�odzimierz Derski [and others]. |
| 260 | |a Amsterdam ; |a New York : |b Elsevier ; |a Warsaw : |b PWN--Polish Scientific Publishers ; |a New York, NY : |b Distribution for the U.S.A. and Canada, Elsevier Science Pub. Co., |c 1989. | ||
| 300 | |a 1 online resource (xvii, 719 pages) : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Developments in geotechnical engineering ; |v vol. 48 | |
| 500 | |a Rev. and enl. translation of: Mechanika ska� i grunt�ow, t. 7 of Mechanika techniczna. | ||
| 504 | |a Includes bibliographical references and index. | ||
| 520 | |a Although theoretical in character, this book provides a useful source of information for those dealing with practical problems relating to rock and soil mechanics - a discipline which, in the view of the authors, attempts to apply the theory of continuum to the mechanical investigation of rock and soil media. The book is in two separate parts. The first part, embodying the first three chapters, is devoted to a description of the media of interest. Chapter 1 introduces the main argument and discusses the essence of the discipline and its links with other branches of science which are concerned, on the one hand, with technical mechanics and, on the other, with the properties, origins, and formation of rock and soil strata under natural field conditions. Chapter 2 describes mechanical models of bodies useful for the purpose of the discourse and defines the concept of the limit shear resistance of soils and rocks. Chapter 3 gives the actual properties of soils and rocks determined from experiments in laboratories and in situ. Several tests used in geotechnical engineering are described and interconnections between the physical state of rocks and soils and their rheological parameters are considered. The second part of the book considers the applications of various theories which were either first developed for descriptive purposes in continuum mechanics and then adopted in soil and rock mechanics, or were specially developed for the latter discipline. Chapter 4 discusses the application of the theory of linear viscoelasticity in solving problems of stable behaviour of rocks and soils. Chapter 5 covers the use of the groundwater flow theory as applied to several problems connected with water movement in an undeformable soil or rock skeleton. Chapter 6 is a natural expansion of the arguments put forward in the previous chapter. Here the movement of water is regarded as the cause of deformation of the rock or soil skeleton and the consolidation theory developed on this basis is presented in a novel formulation. Some new engineering solutions are also reported. The seventh chapter is devoted to the limit state theory as applied to the study of the mechanical behaviour of soils and rocks. It presents some new solutions and methods which include both static and kinematic aspects of the problem, and some original effective methods for investigating media of limited cohesion. The final chapter gives a systematic account of the mechanics of highly dispersed soils, commonly called clays. | ||
| 588 | 0 | |a Print version record. | |
| 505 | 0 | |a Front Cover; Rock and Soil Mechanics; Copyright Page; PREFACE; LIST OF FREQUENTLY USED SYMBOLS; Table of Contents; CHAPTER 1. DEFINITION AND SUBJECT OF THE DISCIPLINE; 1.1 Nature of the discipline and interdisciplinary connections; 1.2 Discontinuity and granularity; 1.3 Multicomponent structure; References; CHAPTER 2. MECHANICAL MODELS OF ROCKS AND SOILS; 2.1 Description of the models; 2.2 The concepts of rheology of a continuum; 2.3 The model of an elastic body; 2.4 Linear rheological models; 2.5 Piece wise linear models; 2.6 Terzaghi's hydrodynamic model | |
| 505 | 8 | |a 2.7 Discrete models for rocks and soils2.8 Shear resistance of soils; References; CHAPTER 3. PROPERTIES OF ROCKS AND SOILS; 3.1 Physical properties of rocks; 3.2 Physical properties of soils; 3.3 Rheological properties of rocks; 3.4 Rheological parameters of soils; 3.5 The properties of frozen soils; References; CHAPTER 4. VISCOELASTICITY IN SOIL AND ROCK MECHANICS; 4.1 Distribution of stresses in a substratum; 4.2 Deformations of the substratum and slopes; 4.3 The in situ state of a rock mass; 4.4 Excavations in a rock stratum; 4.5 Problems associated with drilling | |
| 505 | 8 | |a 4.6 Discrete models of rock strataReferences; CHAPTER 5. GROUNDWATER FLOW; 5.1 Equations of groundwater movement; 5.2 Two-dimensional groundwater flow problem; 5.3 Some practical problems; 5.4 Seepage in scarps and slopes; 5.5 Drainage of the ground and excavations; 5.6 Water flow in rock strata; References; CHAPTER 6. THEORY OF CONSOLIDATION; 6.1 Historical remarks; 6.2 Quasi-stationary problems; 6.3 Dynamic problems of the theory of consolidation; 6.4 Thermoconsolidation; References; CHAPTER 7. PLASTICITY AND LIMIT STATES | |
| 505 | 8 | |a 7.1 Constitutive relations for elastic-plastic models of rocks and soils7.2 The limit state conditions; 7.3 Limit analysis; 7.4 Examples of application of approximate methods; 7.5 The method of characteristics; References; CHAPTER 8. MECHANICS OF THE CLAY FRACTION; 8.1 Data and assumptions; 8.2 Physical fundamentals; 8.3 Clay particles and ground water; 8.4 The primary structure of the clay-water fluid; 8.5 Movements of a structure element; 8.6 Action of isotropic pressure (consolidation); 8.7 Action of the stress deviator; 8.8 Rheological models of primary clay | |
| 505 | 8 | |a 8.9 Structural changes of a clay-water fluid8.10 The oriented clay-water fluid; 8.11 Clayey soils; 8.12 Creep in clayey soils; References; INDEX | |
| 546 | |a English. | ||
| 650 | 0 | |a Rock mechanics. | |
| 650 | 0 | |a Soil mechanics. | |
| 650 | 6 | |a M�ecanique des roches. |0 (CaQQLa)201-0009521 | |
| 650 | 6 | |a M�ecanique des sols. |0 (CaQQLa)201-0029866 | |
| 650 | 7 | |a soil mechanics. |2 aat |0 (CStmoGRI)aat300065239 | |
| 650 | 7 | |a TECHNOLOGY & ENGINEERING |x Civil |x Soil & Rock. |2 bisacsh | |
| 650 | 7 | |a Rock mechanics |2 fast |0 (OCoLC)fst01099183 | |
| 650 | 7 | |a Soil mechanics |2 fast |0 (OCoLC)fst01124463 | |
| 650 | 7 | |a Roches, M�ecanique des. |2 ram | |
| 650 | 7 | |a Sols, M�ecanique des. |2 ram | |
| 700 | 1 | |a Derski, W�odzimierz. | |
| 776 | 0 | 8 | |i Print version: |a Mechanika ska� i grunt�ow. English. |t Rock and soil mechanics. |d Amsterdam ; New York : Elsevier ; Warsaw : PWN--Polish Scientific Publishers ; New York, NY : Distribution for the U.S.A. and Canada, Elsevier Science Pub. Co., 1989 |z 0444989501 |w (DLC) 87015534 |w (OCoLC)16092677 |
| 830 | 0 | |a Developments in geotechnical engineering ; |v 48. | |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/book/9780444989505 |z Texto completo |
| 856 | 4 | 0 | |u https://sciencedirect.uam.elogim.com/science/bookseries/01651250/48 |z Texto completo |