A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Three-Dimensional Dynamic Response Analysis of Shield Tunnel under Train Loads
The vibration loads will be produced between wheel and rail on the running of the high-speed Train. The vibration energy will be transferred to the ground formation through the rail, guiding bed and tunnel lining structure, thereby causing vibration between the formation and surface and environmental interference effect problems. Thus the research of related issues caused by the high-speed train vibration has the vital great significance. The train design speed of the Shiziyang shield tunnel for Guangzhou-Shenzhen-Hong Kong passenger dedicated line is up to 350km/h. In this paper the research object is located in the segment of the homogeneous formation of the Shiziyang shield tunnel. The analysis of this paper includes the dynamic response rules of the shield tunnel and formation under the single high-speed train loads and the law of the pore water pressure accumulation and dispersion under train cyclic loading.
Three-Dimensional Dynamic Response Analysis of Shield Tunnel under Train Loads
The vibration loads will be produced between wheel and rail on the running of the high-speed Train. The vibration energy will be transferred to the ground formation through the rail, guiding bed and tunnel lining structure, thereby causing vibration between the formation and surface and environmental interference effect problems. Thus the research of related issues caused by the high-speed train vibration has the vital great significance. The train design speed of the Shiziyang shield tunnel for Guangzhou-Shenzhen-Hong Kong passenger dedicated line is up to 350km/h. In this paper the research object is located in the segment of the homogeneous formation of the Shiziyang shield tunnel. The analysis of this paper includes the dynamic response rules of the shield tunnel and formation under the single high-speed train loads and the law of the pore water pressure accumulation and dispersion under train cyclic loading.
Three-Dimensional Dynamic Response Analysis of Shield Tunnel under Train Loads
Applied Mechanics and Materials ; 90-93 ; 2062-2067
2011-09-08
6 pages
Article (Journal)
Electronic Resource
English
Three-Dimensional Dynamic Response Analysis of Shield Tunnel under Train Loads
| British Library Conference Proceedings | 2011
Dynamic response of a double-lined shield tunnel to train impact loads
| British Library Online Contents | 2016
Dynamic response of a double-lined shield tunnel to train impact loads
| Online Contents | 2016
Dynamic response of a double-lined shield tunnel to train impact loads
| Elsevier | 2015
An experimental study of the dynamic response of shield tunnels under long-term train loads
| British Library Online Contents | 2018