Analysis of the Ground Surface Settlement of Metro Tunnel by Using Peck Formula

Xiong Fei Yang; Hong Yuan; Jia Yu  Wu; Hou Mei Zhang

doi:10.4028/www.scientific.net/AMR.1065-1069.414

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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 1065-1069Analysis of the Ground Surface Settlement of Metro...

Analysis of the Ground Surface Settlement of Metro Tunnel by Using Peck Formula

Abstract:

Based on the peck formula, this paper has analyzed measured data of ground surface subsidence, and get the regression curve of ground surface subsidence. Expression for degree of reliability of the maximum ground surface settlement is derived analytically by using central-point method. On the basis of a certain section of tunnel of Guangzhou subway constructed by mining excavation method, linear regression method can be effectively fitting the ground surface deformation data due to tunnel excavation. The central-point method provides a new way for reliability analysis of the ground surface settlement of shield construction.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

Pages:

414-420

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.1065-1069.414

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Online since:

December 2014

Authors:

Xiong Fei Yang, Hong Yuan*, Jia Yu Wu, Hou Mei Zhang

Keywords:

Ground Settlement, Peck Formula, Regression Analysis, Reliability

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* - Corresponding Author

References

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