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