DocumentCode :
3023375
Title :
Construction mechanics analysis of the conjugation between Beijing metro line 4 and line 2
Author :
Huang, Mingli ; Lu, Xiao ; Yang, Xiu ; Ning, Wenguang
Author_Institution :
Sch. of Civil Eng., Beijing Jiaotong Univ., Beijing, China
fYear :
2011
fDate :
26-28 July 2011
Firstpage :
5330
Lastpage :
5333
Abstract :
Depending on the background of the civil air joint stage in Xizhimen subway station, this paper makes a numerical simulation on variable section conjugation engineering under complicated condition. The main contents are summarized below :(1)The analysis on stress changes of transitional structure. (2)The analysis on stress changes of the existed tunnel conjugation structure.(3)The analysis on crown settlement of new tunnel and the existed tunnel, and the analysis on differential settlement between new tunnel and the existed tunnel.
Keywords :
geotechnical engineering; numerical analysis; stress analysis; tunnels; Beijing metro line; Xizhimen subway station; civil air joint stage; construction mechanics analysis; crown settlement; differential settlement; numerical simulation; stress analysis; transitional structure; tunnel conjugation structure; variable section conjugation engineering; Concrete; Joining processes; Joints; Numerical models; Numerical simulation; Soil; Stress; Crown settlement; Numerical simulation; Stress concentration; Tunneling at shallow depth;
fLanguage :
English
Publisher :
ieee
Conference_Titel :
Multimedia Technology (ICMT), 2011 International Conference on
Conference_Location :
Hangzhou
Print_ISBN :
978-1-61284-771-9
Type :
conf
DOI :
10.1109/ICMT.2011.6001743
Filename :
6001743
Link To Document :
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