DocumentCode
3164089
Title
Design on large-scale shaft lining mechanical simulation test system
Author
Jing, Luo ; Xi-liang, Liu ; Yu-qing, Wang
Author_Institution
Sch. of Mech. & Power, Eng., Henan Polytech. Univ., Jiaozuo, China
fYear
2011
fDate
16-18 April 2011
Firstpage
1158
Lastpage
1161
Abstract
Based on the background of studying shear stress bearing of shaft linings in the depth and thickness stratum, we carried out research and study in design of the large-scale shaft lining mechanical simulation test system. The simulation tests, namely the shear model tests on the interface of single layer shaft lining, the model tests on the coupling effect of double layer shaft linings and the mechanic characteristics of piles can be carry out. This system can simulate shear properties of the shaft lining loading up to 13MPa level pressure of the soil. A novel self-designed loading hydraulic cylinder with large diameter and hollow piston solved the problems of multi-cylinder synchronization and spatial arrangement. The flexible design of connector of test model is applicable condition in various test scheme of the thickness requirement for shaft lining. Loading method, load bearing bodies and the design of the connector of test model for simulation test provides a new way for large-scale model tests.
Keywords
design engineering; flexible structures; foundations; geotechnical engineering; hydraulic systems; linings; pistons; shafts; shapes (structures); soil; connector; coupling effect; flexible design; hollow piston; hydraulic cylinder; large-scale shaft lining mechanical simulation test system; multi-cylinder synchronization; piles; shear model tests; shear stress bearing; soil; Couplings; Electron tubes; Force; Load modeling; Loading; Shafts; Soil; Pressure Bearing on the Shaft Lining; Simulation tests; Test System; loading method;
fLanguage
English
Publisher
ieee
Conference_Titel
Consumer Electronics, Communications and Networks (CECNet), 2011 International Conference on
Conference_Location
XianNing
Print_ISBN
978-1-61284-458-9
Type
conf
DOI
10.1109/CECNET.2011.5769057
Filename
5769057
Link To Document