Title page; Table of Contents; Copyright; Introduction; Chapter 1: Basic Equations and Governing Equations; Abstract; 1.1 Basic Equations; 1.2 Governing Equations of a Fully Saturated Poroelastic Medium; 1.3 Boundary Conditions; Chapter 2: Solutions for Saturated Soil Under Moving Loads and Engineering Applications; Abstract; 2.1 General Solutions of Saturated Ground Under a Moving Load; 2.2 Application in Highway Engineering; 2.3 Applications in Railway Engineering; 2.4 Engineering Application; Chapter 3: Problems for Vibrations of Foundations; Abstract.
3.1 Vertical Vibrations of a Rigid Foundation Embedded in Saturated SoilChapter 4: Dynamic Responses of Foundations Under Elastic Waves; Abstract; 4.1 Dynamic Response of a Rigid Foundation on Saturated Soil to Plane Waves; 4.2 Dynamic Response of a Rigid Foundation in Saturated Soil to Plane Waves; 4.3 Conclusions; Chapter 5: Isolation of Elastic Waves; Abstract; 5.1 Isolation of Elastic Plane Waves in Poroelastic Soil; 5.2 Isolation of Rayleigh Waves in Poroelastic Soil; 5.3 Engineering Application; Chapter 6: Biot's Theory in the Finite Element Method; Abstract.
6.1 Formulation of the Saturated Soil Elements6.2 Absorbing Boundary Condition for the Saturated Soil Element; 6.3 Conclusions; Appendix A; Appendix B; Appendix C; Appendix D; Appendix E; Appendix F; Appendix G; References; Index.
Bibliography
Includes bibliographical references and index.
Summary
Annotation This title provides solutions related to soil-structure interactions based on a poroelasticity theory, including moving loads such as trains. It provides the commonly used methods for solving Biot's formulations and conclusions on fully-saturated soil dynamics.
