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.
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Table of Contents
1. Introduction2. 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
