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Dynamics of Rail Transit Tunnel Systems

Autor Shunhua Zhou
en Limba Engleză Paperback – 3 apr 2019
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
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Specificații

ISBN-13: 9780128183823
ISBN-10: 0128183829
Pagini: 276
Dimensiuni: 191 x 235 x 13 mm
Greutate: 0.48 kg
Editura: ELSEVIER SCIENCE

Public țintă

Engineers, railway engineers, transportation engineers, mechanical engineers; experts, practitioners, and graduate students in railway transit infrastructures; inspection specialists; geologists.

Cuprins

1. Introduction2. A Multilayer Cylindrical Tunnel Model for Calculating the Dynamic Response Subjected to Vertical and Horizontal Moving Loads Inside a Circular Tunnel3. A Vehicle-Track-Tunnel-Soil Model for Evaluating the Dynamic Response of a Double-Line Underground Railway Tunnel in a Poroelastic Full-Space4. Dynamic 2.5D Green’s Function for a Saturated Porous Medium5. 2.5D FE-BE Model for the Prediction of Train-Induced Vibration From a Tunnel in Saturated Soil6. An Efficient Method for Predicting Train-Induced Vibrations From a Tunnel in a Poroelastic Half-Space7. Semianalytical Dynamic Substructural Model for Soil-Tunnel Systems in the Time Domain8. Dynamic Substructural Model for Vehicle-Track-Tunnel-Soil Systems in the Time Domain9. Field Test of Train-Induced Vibrations