Prediction and Analysis of Tunnel Crown Settlement Based on Grey System Theory

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Abstract:

Monitoring measurement is of vital importance in mastering surrounding rocks dynamic, adjusting support parameters and determining reasonable supporting time in road tunnel construction using new Austrian method. The grey system theory can predict the development of surrounding rocks and the time required for the steady state by analysis and processing with a few original data. In this paper, the grey system theory was applied in the prediction of the crown settlement of Jiulianshan Mountain Tunnel and compared with the traditional regression analysis method. The results show that the grey system theory has great advantages in the prediction of the tunnel crown settlement

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Periodical:

Advanced Materials Research (Volumes 490-495)

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423-427

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Online since:

March 2012

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© 2012 Trans Tech Publications Ltd. All Rights Reserved

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[1] J. L Deng: Grey control system (Huazhong University of Science and Technology publication, China 1986) , in Chinese.

Google Scholar

[2] J. L Deng: Grey prediction and decision (Huazhong University of Science and Technology publication, China 1986) , in Chinese.

Google Scholar

[3] Z.Y. Yan and Y. S. Dai: Grey system prediction and its application (Huazhong University of Science and Technology publication, China 1989) , in Chinese.

Google Scholar

[4] S. F. Liu, T. B. Guo and Y.G. Dang: Theory and application of grey system (Science publication, China 1999) , in Chinese.

Google Scholar

[5] S.F. Liu, Y.G. Dang and Z. G. Fang: Theory and application of grey system (Science publication, China 1999) , in Chinese.

Google Scholar

[6] W. T. Ding, S.C. Li and S.G. Wang: Rock and Soil Mechanics, Vol. 27(2006), pp.118-121, in Chinese.

Google Scholar

[7] Y.G. Feng: Chinese Journal of Getechnical Engineering, Vol. 18(1996), pp.62-66, in Chinese.

Google Scholar

[8] X.W. Lei, S.W. Bai and Q.S. Meng: Rock and Soil Mechanics, Vol. 21(2000), pp.145-147, in Chinese.

Google Scholar