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- W1972489242 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." @default.
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- W1972489242 date "2014-12-01" @default.
- W1972489242 modified "2023-09-27" @default.
- W1972489242 title "Analysis of the Ground Surface Settlement of Metro Tunnel by Using Peck Formula" @default.
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- W1972489242 doi "https://doi.org/10.4028/www.scientific.net/amr.1065-1069.414" @default.
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