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Design on Large-Scale Shaft Lining Mechanical Simulation Test System

Journal Name:

  • Journal of Control Engineering and Technology

Publication Year:

  • 2011

Key Words:

Author NameUniversity of Author
Abstract (2. Language): 
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.
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FULL TEXT (PDF): 
PDF icon arastrmx_153796_1_pp_76-80.pdf
  • 2
76-80
  • English

REFERENCES

References: 

[1] ZHU Weishen, ZHANG Qianbing, LI Yong, SUN Linfeng, ZHANG Lei, ZHENG Wenhua, Development of Large-scale Geomechanical Model Test System Under True Triaxial Loading and Its Appications. Chinese Journal of Rock Mechanics and Engineering, 2010, 29(1): 1-7.
[2] ZHANG Qiangyong，LI Shucai，YOU Chunan，et al.Development and application of new type combination 3Dgeomechanical model test rack apparatus[J]. Chinese Journal of RockMechanics and Engineering，2007,26(1):143–148.
[3] ZHU Weishen, LI Yong, ZHANG Lei, et al. Geomechanical Model Test on Stability of Cavern Groupunder High Geostress[J]. Chinese Journal of RockMechanics and Engineering，2008,27(7):1308-1313.
[4] CUI Guangxin, YANG Weihao and Lv Henglin, Frozen shaft and shaft lining through deep surface soil. Xuzhou: China university of mining and technology of press ,1998.
[5] CUI Guangxin: Mechanics analysis on cylinder freezing wall and mine shaft liner in deep thick overburden, Coal Science and Technology, 2008, 36(10)：17-21.
[6] CUI Guangxin, “Loading of shaft lining for deep alluviam,” Chinese Journal of Geotechnical Engineering, Vol.25,No.3,pp294-298, May 2003.
[7] LIU Xiliang, Investigation load carrying mechanism of shaft lining in the instable depth and thickness stratum. Beijing:China coal industry publishing house, 2004.
[8] LIU Xiliang, ZHU Weishen and LI Shucai, “Testing study on interface shear properties under high pressure,” Chinese Journal of rock mechanics and engineering,Vol.23,No.3,pp408-414,Feb,2004.
[9] LIU Xiliang, YU Guangyun,ZHAO Guangsi and LUO Jing , “Experimental Research on Shear Strength of Interface Under High Pressure,” Journal of China University of Mining & Technology, Vo l.32, No.1, pp34-36,Jan.2003.
[10] Zhou Guoqing ,Cui Guangxin ,Cheng Xilu and Yang Weihao,” An experimental frame for geomechanical engineering simulation and it s application,” Chinese Journal of Geotechnical Engineering, Vol.21,No.6,pp715-718,1999.
[11] SU Chengdong,GOU Panfeng and DENG Guangtao,” Testing Equipment Development of Mining Similar Model on Biaxial St ress,”Journal of Henan polytechnic university( Natural science), Vol.26,No.2,pp141-145, Apr. 2007.
[12] XU Zhilun, A concise course of elasticity. Beijing: Higher education press, 2002.
[13] LI Hongchang, Simulation test system of Ground Pressure. Xuzhou: China university of mining and technology of press ,1988.

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