Cargando…
Elastic analysis of soil-foundation interaction /
Elastic Analysis of Soil-Foundation Interaction.
| Clasificación: | Libro Electrónico |
|---|---|
| Autor principal: | |
| Formato: | Electrónico eBook |
| Idioma: | Inglés |
| Publicado: |
Amsterdam ; New York :
Elsevier Scientific Publishing Company,
1979.
|
| Colección: | Developments in geotechnical engineering ;
17. |
| Temas: | |
| Acceso en línea: | Texto completo Texto completo |
Tabla de Contenidos:
- Front Cover; Elastic Analysis of Soil-Foundation Interaction; Copyright Page; Dedication; Preface; Table of Contents; Chapter 1. Introduction to soil-foundation interaction problems; 1.1 Idealized soil behaviour; 1.2 Foundation behaviour; 1.3 Interface behaviour; 1.4 Analytical techniques; 1.5 Scope of soil-foundation interaction analysis; Chapter 2. Idealized soil response models for the analysis of soilfoundation interaction; 2.1 Elastic models of soil behaviour; 2.2 Elastic-plastic and time dependent behaviour of soil masses
- Chapter 3. Plane-strain analysis of an infinite plate and an infinitely long beam3.1 Bernoulli-Euler beam theory and its modifications; 3.2 Plane-strain analysis of the infinite plate problem; 3.3 Reissner's method of analysis of the infinite plate problem; 3.4 Three-dimensional effects in the infinite beam problem; 3.5 Some numerical results for the infinite beam problem; Chapter 4. The analysis of beams of finite length; 4.1 Finite beams on a Winkler medium; 4.2 Finite beams on a two-parameter elastic medium; 4.3 Finite beams on an elastic solid medium; 4.4 Approximate methods
- 4.5 Some numerical results for the finite beam problem4.6 Classification of finite beams in relation to their stiffness; Chapter 5. Axisymmetric three-dimensional problem of an infinite plate; 5.1 The Poisson-Kirchhoff plate theory; 5.2 Modifications of the thin plate theory; 5.3 Axisymmetric three-dimensional problem of the infinite plate; 5.4 Some salient results for the infinite plate problem; Chapter 6. Analysis of finite plates; 6.1 Axisymmetric loading of a circular plate; 6.2 Analysis of rectangular plates
- 6.3 Numerical analysis of finite plates resting on a linearly deformable elastic mediumChapter 7. The determination of soil parameters, experimental investigations and field studies; 7.1 The measurement and interpretation of parameters encountered in idealized soil models in relation to soil-foundation behaviour; 7.2 Experimental investigations and field studies; Appendix A. Deflection of an infinite plate on a Winkler medium. Plane strain problem; Appendix B. Deflection of an infinite plate on a Winkler medium. Axisymmetric problem
- Appendix C. Computer program for the evaluation of infinite integrals involving products of Bessel functionsAppendix D. Analysis of the rigid circular plate; Appendix E. Plates resting on an elastic half-space. Approximate method of analysis; References; Subject Index