Dynamics of Rail Transit Tunnel Systems

Table of Contents

1. Introduction
2. A Multilayer Cylindrical Tunnel Model for Calculating the Dynamic Response Subjected to Vertical and Horizontal Moving Loads Inside a Circular Tunnel
3. A Vehicle-Track-Tunnel-Soil Model for Evaluating the Dynamic Response of a Double-Line Underground Railway Tunnel in a Poroelastic Full-Space
4. Dynamic 2.5D Green's Function for a Saturated Porous Medium
5. 2.5D FE-BE Model for the Prediction of Train-Induced Vibration From a Tunnel in Saturated Soil
6. An Efficient Method for Predicting Train-Induced Vibrations From a Tunnel in a Poroelastic Half-Space
7. Semianalytical Dynamic Substructural Model for Soil-Tunnel Systems in the Time Domain
8. Dynamic Substructural Model for Vehicle-Track-Tunnel-Soil Systems in the Time Domain
9. Field Test of Train-Induced Vibrations

Authors

Shunhua Zhou Professor, College of Transportation Engineering, Tongji University, China. 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.