Biot多孔弹性介质理论在关键工程领域的求解及应用

1  Basic Equations and Governing Equations1.1 Basic Equations
  1.2 Governing Equations of a Fully Saturated Poroelastic Medium
  1.3 Boundary Conditions
2  Solutions for Saturated Soil Under Moving Loads and Engineering Applications
  2.1 General Solutions for Saturated Ground Under a Moving Load
  2.2 Applications in Highway Engineering
  2.3 Applications in Railway Engineering
  2.4 Project Case
3  Solutions for Vibrations from Underground Railways
  3.1 Dynamic Response of a Tunnel Embedded in a Saturated Poroelastic Full-Space
  3.2 Dynamic Response of a Tunnel Embedded in a Saturated Poroelastic Half-Space
  3.3 Conclusions.
4  Problems for Vibrations of Foundations
  4.1 Vertical Vibrations of a Rigid Foundation Embedded in Saturated Soil
5  Dynamic Responses of Foundations Under Elastic Waves
  5.1 Dynamic Response of a Rigid Foundation on Saturated Soil to Plane Waves
  5.2 Dynamic Response of a Rigid Foundation in Saturated Soil to Plane Waves
  5.3 Conclusions.
6  Isolation of Elastic Waves
  6.1 Isolation of Elastic Plane Waves in Poroelastic Soil
  6.2 Isolation of Rayleigh Waves in Poroelastic Soil
7  Biot's Theory in the Finite Element Method
  7.1 Formulation of the Saturated Soil Elements
  7.2 Absorbing Boundary Condition for the Saturated Soil Element
  7.3  Evaluacion on Vibration Impacts of the City Railway Line S1 on the ExistingXin Z.Y.Waterworks
Appendix A
Appendix B
Appendix C
Appendix D
Appendix E
Appendix F
Appendix G
Appendix H
References
Index