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A platform for research: civil engineering, architecture and urbanism
Field Monitoring and Analysis of Envelope Pile in Shijiazhuang Six-Line Tunnel
The length of Shijiazhuang Railway six-line tunnel(Beijing-Shijiazhuang Passenger line) is 4980m, cut and cover excavation method is used widely. The width of pit is 30~52m and the depth is 8.5~22m. In order to use large machine, cable support structure is used. The west side of pit is Beijing-Guangzhou Railway. The nearest distance from pit is only 10.2m. The cable properties will change because of the train vibration. Therefore, the scope of the train vibration, vibration velocity, anchor axial force and horizontal displacement of pile are measured to get the influence of the train vibration, which can provide basic data for design and construction.
Field Monitoring and Analysis of Envelope Pile in Shijiazhuang Six-Line Tunnel
The length of Shijiazhuang Railway six-line tunnel(Beijing-Shijiazhuang Passenger line) is 4980m, cut and cover excavation method is used widely. The width of pit is 30~52m and the depth is 8.5~22m. In order to use large machine, cable support structure is used. The west side of pit is Beijing-Guangzhou Railway. The nearest distance from pit is only 10.2m. The cable properties will change because of the train vibration. Therefore, the scope of the train vibration, vibration velocity, anchor axial force and horizontal displacement of pile are measured to get the influence of the train vibration, which can provide basic data for design and construction.
Field Monitoring and Analysis of Envelope Pile in Shijiazhuang Six-Line Tunnel
Applied Mechanics and Materials ; 90-93 ; 1791-1794
2011-09-08
4 pages
Article (Journal)
Electronic Resource
English
Field Monitoring and Analysis of Envelope Pile in Shijiazhuang Six-Line Tunnel
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