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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.
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| Colección: | Developments in geotechnical engineering ;
48. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- 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
- 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
- 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
- 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
- 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