DocumentCode
2803768
Title
Analysis of vertically freezing reinforcement for shield launching and accessing on load-structure model
Author
Xiang-dong, Hu ; Jin, Chen
Author_Institution
Dept. of Geotech. Eng., Tongji Univ., Shanghai, China
fYear
2011
fDate
15-17 July 2011
Firstpage
2903
Lastpage
2906
Abstract
Vertically freezing is a reliable method of reinforcement for shield launching and accessing. Engineers often use Japanese formula to determine the thickness of the reinforcement. At the same time, some engineers use another formula, which is deduced by the elastic theory about circular plate under different constraints. By finite element analysis on load-structure model this paper discusses the constraint characteristic of the reinforcement under different design parameters to judge the rationality of existing design method. Analysis results suggest that the Japanese formula is conservative. This paper presents modified calculation methods of maximum tensile stress, maximum deflection and maximum shear stress, and provides a new design method.
Keywords
design engineering; elasticity; finite element analysis; plates (structures); shear strength; structural engineering; tensile strength; circular plate; constraint characteristic; design parameters; elastic theory; finite element analysis; load-structure model; maximum deflection; maximum shear stress; maximum tensile stress; shield launching; vertically freezing reinforcement; Analytical models; Design methodology; Finite element methods; Land surface temperature; Load modeling; Shafts; Tensile stress; ground freezing method; launching and accessing shaft; load-structure model; shield;
fLanguage
English
Publisher
ieee
Conference_Titel
Mechanic Automation and Control Engineering (MACE), 2011 Second International Conference on
Conference_Location
Hohhot
Print_ISBN
978-1-4244-9436-1
Type
conf
DOI
10.1109/MACE.2011.5987594
Filename
5987594
Link To Document