作者介紹
編者:崔振東|責編:楊洋
崔振東，Prof. Dr. Zhen-Dong Cui is the dean of Institute of Geotechnical Engineering, China University of Mining and Technology. In July 2008, he obtained the PhD from School of Civil Engineering, Tongji University, Shanghai, China. Since then, he had been a postdoctoral research fellow in the Hong Kong University of Science and Technology for one year. He joined Shanghai Institute of Geological Survey in 2009. In July 2010, he joined CUMT as an associate professor and was promoted to full professor in 2013. Supported by China Scholarship Council, from August 2015 to August 2016, as a visiting scholar, he researched and studied in the department of Civil, Environmental and Architectural Engineering, University of Colorado Boulder.
目錄
1 Introduction
1.1 General information
1.2 Nature and type of dynamic loading on soils
1.3 Importance of soil dynamics
References
2 Theory of dynamics of vibration
2.1 Introduction
2.2 Fundamentals of vibration
2.3 Free vibration of a spring-mass system
2.4 Forced vibration of a spring-mass system
2.5 Free vibration with viscous damping
2.6 Steady-state forced vibration with viscous damping
2.7 Determination of damping ratio
2.8 Application of 1-d. o. f. system
2.9 Problems
References
3 Dynamic soil properties
3.1 Introduction
3.2 Shear strength of soils under rapid loading condition
3.3 Strength and deformation characteristics of soils under transient load
3.4 Travel-time test for determination of longitudinal and shear wave velocities
3.5 Resonant column test
3.6 Cyclic simple shear test
3.7 Cyclic torsional simple shear test
3.8 Cyclic triaxial test
3.9 Problems
References
4 Multi-degree of freedom system
4.1 Calculation of natural frequency
4.2 Amplitude of vibration of masses ml and m2
4.3 Problems
References
5 Waves in elastic medium
5.1 Introduction
5.2 Stress and strain
5.3 Hooke's law
5.4 Elastic stress waves in a bar
5.5 Stress waves in an infinite elastic medium
5.6 Stress waves in elastic half-space
References
6 Foundations subjects to dynamic loading
6.1 Introduction
6.2 Vertical vibration of circular foundations resting on elastic half-space-historical development
6.3 Analog solutions for vertical vibration of foundations
6.4 Rocking vibration of foundations
6.5 Sliding vibration of foundations
6.6 Torsional vibration of foundations
6.7 Comments on the mass-spring-dashpot analog used for solving foundation vibration problems
6.8 Problems
References
7 Liquefaction
7.1 Introduction
7.2 Fundamental concept of liquefaction
7.3 Laboratory studies
7.4 Development of a procedure for determination of field liquefaction
References
8 Dynamic response of the thawing soil
8.1 Introduction
8.2 Governing equations
8.3 Numerical model
8.4 Analysis of results
References
Appendix Major published works and English journal papers
Appendix A Major published works iiii
Appendix B English journal papers
[