DocumentCode :
3254016
Title :
Research of consolidation settlement caused by shield tunnel construction
Author :
Gang, Wei ; Xin-jiang, Wei
Author_Institution :
Dept. of Civil Eng., Zhejiang Univ. City Coll., Hangzhou, China
fYear :
2011
fDate :
22-24 April 2011
Firstpage :
5313
Lastpage :
5316
Abstract :
The ground settlement caused by shield tunnel construction increased gradually over time. The long-term settlement caused by shield tunnel construction was divided into three stages. The stage 2 between the end of shield tunnel construction and the beginning of subway operation was emphatically analyzed. The research methods in stage 2 were summarized as follows: the predict method based on measured data, analytical solutions and finite element method, and the research progress and relative merits for each method were discussed, and the further research was also proposed. Finally, the distribution and calculation method of the soil excess pore water pressure were discussed, and the method to determine the scope of soil excess pore water pressure was put forward.
Keywords :
construction; geotechnical engineering; structural engineering; tunnels; consolidation settlement; finite element method; shield tunnel construction; soil excess pore water pressure; subway; Analytical models; Civil engineering; Earth; Rocks; Soil; Sun; Tunneling; consolidation; excess pore water pressure; settlement; shield tunnel;
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.2011.5776095
Filename :
5776095
Link To Document :
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