DocumentCode :
3237396
Title :
Study on undercrossing existing metro station and bridge with extending footings construction scheme of metro
Author :
Yun, Liang ; Zhongsheng, Tan ; Jian, Li ; Yunlong, Wang
Author_Institution :
Dept. of Geotechnical Eng., Beijing Jiaotong Univ., Beijing, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
2684
Lastpage :
2688
Abstract :
Constrained by Beijing subway line 2 Chaoyangmen station, the Chaoyangmen-Dongdaqiao interval tunnel of Beijing metro line 6 is subdivided into the eastern burying mining part, the western burying mining part and the connecting tunnels part. This interval tunnel closes to the existing Chaoyangmen subway station and Chaoyangmen Bridge. The connecting tunnels with small clear space are shallow-buried and near the existing structures, the construction is hard and high-risk. In order to coordinate with construction, different construction methods are simulated by three-dimensional finite element software MIDAS-GTS. Based on the analysis, an optimized construction scheme that excavate from both sides of the tunnel and make horizontal jet-grouting piles from both sides of the existing station is proposed. The research results can provide theoretical support for the design and construction of the tunnel.
Keywords :
bridges (structures); finite element analysis; railways; tunnels; Beijing metro line; Beijing subway line; Chaoyangmen bridge; Chaoyangmen subway station; Chaoyangmen-Dongdaqiao interval tunnel; connecting tunnel; construction method; footing construction scheme; horizontal jet-grouting pile; metro station; three-dimensional finite element software MIDAS-GTS; undercrossing; Analytical models; Bridges; Joining processes; Presses; Rail transportation; Rocks; Soil; existing structures; numerical simulation; shallow burying mining; subsidence control; tunneling engineering;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Electric Technology and Civil Engineering (ICETCE), 2011 International Conference on
Conference_Location :
Lushan
Print_ISBN :
978-1-4577-0289-1
Type :
conf
DOI :
10.1109/ICETCE.2011.5775294
Filename :
5775294
Link To Document :
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