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Rheological fundamentals of soil mechanics /
Soil rheology is a branch of soil mechanics investigating the origin of, and the time-dependent changes in the stressed and strained state of soil. The author of this book however interprets rheology as being the science concerned on the one hand with how the state of stress and strain is formed and...
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés Ruso |
| Publicado: |
Amsterdam ; New York : New York, N.Y. :
Elsevier ; Distributors for the United States and Canada, Elsevier Science Pub. Co.,
1986.
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| Colección: | Developments in geotechnical engineering ;
36. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Rheological Fundamentals of Soil Mechanics; Copyright Page; Preface; Table of Contents; Chapter 1. RHEOLOGICAL PROPERTIES OF SOILS; 1.1 PECULIARITIES OF SOIL DEFORMATION; 1.2 BASIC CONCEPTS, RHEOLOGY DEFINED; 1.3 RESEARCH INTO THE RHEOLOGY OF SOILS; 1.4 STRUCTURAL DEFORMATIONS ENCOUNTERED IN ENGINEERING PRACTICE; 1.5 REFERENCES; Chapter 2. STRUCTURE OF SOIL AND STRUCTURAL BONDS; 2.1 COMPOSITION AND STRUCTURE OF SOILS; 2.2 SOIL COMPONENTS; 2.3 INTERACTION BETWEEN SOLID AND LIQUID COMPONENTS OF SOIL; 2.4 FORCES OF INTERACTION BETWEEN SOLID PARTICLES IN SOIL
- 2.5 INTERPARTICLE BONDS IN SOIL2.6 SOIL STRUCTURE; 2.7 SOIL TEXTURE; 2.8 ANISOTROPY IN SOIL; 2.9 REFERENCES; Chapter 3. STRESSES AND STRAINS; 3.1 STRESSES AND STRAINS AT A POINT; 3.2 CHANGES IN VOLUME AND SHAPE; 3.3 TENSORS OF STRESS, STRAIN AND STRAIN RATE; 3.4 STRESS TENSOR INVARIANTS; 3.5 STRAIN TENSOR INVARIANTS; 3.6 BASIC EQUATIONS OF PLASTICITY THEORY; 3.7 DEFORMATION THEORIES; 3.8 REFERENCES; Chapter 4. ELASTICITY, PLASTICITY AND VISCOSITY; 4.1 ELASTICITY AND PLASTICITY; 4.2 LIMITING STATE OF STRESS; 4.3 NON-LINEAR DEFORMATION; 4.4 VISCOSITY; 4.5 NON-LINEAR VISCOSITY AND BINGHAM FLOW
- 4.6 AFTER-EFFECT AND RELAXATION4.7 VISCOELASTIC-PLASTIC PROPERTIES OF SOIL; 4.8 THERMODYNAMIC RELATIONS; 4.9 REFERENCES; Chapter 5. CREEP OF SOILS; 5.1 MECHANISM OF CREEP; 5.2 TIME-DEPENDENT STRESS-STRAIN RELATION; 5.3 EQUATIONS OF CREEP; 5.4 EQUATIONS OF FLOW; 5.5 EXPERIMENTAL DATA; 5.6 SIMILARITY OF THE PATTERNS OF SOIL DEFORMATION; 5.7 REFERENCES; Chapter 6. METHODS OF EXPERIMENTAL DATA HANDLING; 6.1 TESTING SOILS FOR CREEP; 6.2 CHOICE OF EMPIRICAL FORMULA; 6.3 PRACTICAL SELECTION OF FORMULA; 6.4 COMPARISON OF THE RESULTS OF COMPUTATIONS; 6.5 TESTING FORMULAE FOR CLOSENESS OF FIT
- 6.6 REFERENCESChapter 7. THEORIES OF CREEP; 7.1 THE THEORY OF LINEAR VISCOELASTIC DEFORMATION; 7.2 MECHANICAL MODELS OF SOIL; 7.3 THE THEORY OF HEREDITARY CREEP; 7.4 KERNELS OF THE INTEGRAL EQUATIONS OF HEREDITARY CREEP; 7.5 ENGINEERING THEORIES OF CREEP; 7.6 THE MOLECULAR THEORY OF FLOW; 7.7 REFERENCES; Chapter 8. THE THEORY OF SOIL CONSOLIDATION; 8.1 VOLUMETRIC CREEP; 8.2 PERCOLATION CONSOLIDATION OF SOILS; 8.3 PRIMARY AND SECONDARY CONSOLIDATION OF SOIL; 8.4 REFERENCES; Chapter 9. LONG-TERM STRENGTH OF SOILS; 9.1 CREEP AND LONG-TERM STRENGTH; 9.2 EXPERIMENTAL DATA
- 9.3 LOSS OF SHEAR STRENGTH BY SOILS9.4 ""PEAK"" AND RESIDUAL SOIL STRENGTH; 9.5 CRITERIA OF LONG-TERM FAILURE; 9.6 EQUATIONS OF LONG-TERM STRENGTH; 9.7 METHODOLOGY OF EXPERIMENTAL DATA HANDLING; 9.8 EFFECT OF LOADING CONDITIONS; 9.9 TECHNIQUES OF TESTING SOIL FOR LONG-TERM STRENGTH; 9.10 REFERENCES; Chapter 10. THE KINETIC THEORY OF SOIL STRENGTH AND SOIL CREEP; 10.1 SOIL DEFORMATION AS A THERMO-ACTIVATED PROCESS; 10.2 CHANGES IN THE MICRO-STRUCTURE OF SOIL DUE TO DEFORMATION; 10.3 KINETIC NATURE OF LONG-TERM STRENGTH; 10.4 PHYSICAL MEANING OF LONG-TERM STRENGTH PARAMETERS