Dynamics of Rail Transit Tunnel Systems
By Shunhua Zhou
()
About this ebook
Dynamics of Rail Transit Tunnel Systems develops the dynamic theory of a rail transit tunnel system and provides research methods for the evaluation of long-term settlement of rail transit tunnels in soft soil, the service performance of tunnel structures, and the characterization of environmental vibration induced by trains. In recent years, a large number of rail transit tunnels have been constructed and put into operation, particularly in China. To evaluate the time-dependent degradation of tunnel structures and train-induced environmental vibration, a reliable model must be established to determine the dynamic response of a vehicle-track-tunnel-soil system, hence the introduction of this timely resource.
- Provides full theoretical background to help the reader gain an in-depth understanding of the various methods used for dynamic analysis of a rail transit tunnel system
- Develops the dynamics theory and method of a rail transit tunnel system under the context of challenging engineering problems
- Presents methods for analyzing the dynamic responses of rail transit tunnel-soil systems
- Looks at problems that need to be solved in the future and proposes potential directions for future research
Shunhua Zhou
Professor in the College of Transportation Engineering at Tongji University, China. He has a long professional career in engineering mechanics and advanced applied engineering technology related to the construction and maintenance of railway transit infrastructure. His research includes the theory and engineering practice of excavation, evaluation of settlement and deformation of railway transit structure, and vibration reduction of railway transit systems. His research team developed a new method of tunnel systems dynamics for the deformation analysis of railway transit structures, and based on this a systematic approach for ground deformation control in the construction of tunnels across operational railways. Using this approach, a tunnel was successfully built for the first time beneath an operating high-speed railway, with a speed of 300km/h.
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Dynamics of Rail Transit Tunnel Systems - Shunhua Zhou
Dynamics of Rail Transit Tunnel Systems
Shunhua Zhou
College of Transportation Engineering, Tongji University, Shanghai, China
Shanghai Key Laboratory of Rail Infrastructure Durability and System Safety, Tongji University, Shanghai, China
Table of Contents
Cover image
Title page
Copyright
List of Figures
List of Tables
Preface
Chapter 1. Introduction
Abstract
1.1 Development of Rail Transit
1.2 Characteristics of Underground Railway Systems
1.3 Typical Engineering Concerns Related to the Dynamics of Rail Transit Tunnel Systems
1.4 Existing Approaches and Models
1.5 Content and Scope of This Book
References
Chapter 2. A Multilayer Cylindrical Tunnel Model for Calculating the Dynamic Response Subjected to Vertical and Horizontal Moving Loads Inside a Circular Tunnel
Abstract
2.1 Introduction
2.2 Governing Equations of the Shell–Cylinder Model
2.3 Simulation Results and Discussion
References
Chapter 3. A Vehicle–Track–Tunnel–Soil Model for Evaluating the Dynamic Response of a Double-Line Underground Railway Tunnel in a Poroelastic Full-Space
Abstract
3.1 Introduction
3.2 Model Development for a Railway Tunnel
3.3 Simulation Results and Discussion
References
Chapter 4. Dynamic 2.5D Green’s Function for a Saturated Porous Medium
Abstract
4.1 Introduction
4.2 Governing Equations and General Solutions
4.3 Dynamic 2.5D Green’s Function for a Poroelastic Full-Space
4.4 Dynamic 2.5D Green’s Function for a Poroelastic Half-Space
4.5 Dynamic 2.5D Green’s Function for a Multilayered Poroelastic Half-Space
4.6 Numerical Examples
References
Chapter 5. 2.5D FE–BE Model for the Prediction of Train-Induced Vibration From a Tunnel in Saturated Soil
Abstract
5.1 Introduction
5.2 2.5D Coupled FE–BE Model for the Coupled Tunnel-Soil System
5.3 Coupled Vehicle-Track-Tunnel-Soil Model
5.4 Numerical Examples
References
Chapter 6. An Efficient Method for Predicting Train-Induced Vibrations From a Tunnel in a Poroelastic Half-Space
Abstract
6.1 Introduction
6.2 Methodology
6.3 Numerical Examples
References
Chapter 7. Semianalytical Dynamic Substructural Model for Tunnel-Soil Systems in the Time Domain
Abstract
7.1 Introduction
7.2 Semianalytical Finite Element Model for Tunnel-Soil Systems
7.3 Selection of Computing Parameters
7.4 The Dynamic Response of the Tunnel-Soil System
References
Chapter 8. Dynamic Substructural Model for Vehicle-Track-Tunnel-Soil Systems in the Time Domain
Abstract
8.1 Introduction
8.2 Vehicle Dynamics Model and Equation
8.3 Model of the Track Subsystem
8.4 The Interaction Between Subsystems
8.5 Procedure for Evaluating Semianalytical Dynamic Equations
8.6 Dynamic Responses of the System Induced by Metro Vehicles
8.7 The Dynamic Response Due to the Passage of a Train on a Floating Slab Track
References
Chapter 9. Field Test of Train-Induced Vibrations
Abstract
9.1 Introduction
9.2 Fundamentals of Vibration Measurement
9.3 Example of Vibration Measurements
References
Appendices
Index
Copyright
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ISBN: 978-0-12-818382-3
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List of Figures