Affiliations: [a] Institute of Civil Engineering, Putian University, Fujian, China | [b] KaiHui Group (Fujian) Corporation, Fujian, China | [c] China State Construction Engineering Corporation, China | [d] Nanyu Engineering Construction Company, Fujian, China
Correspondence:
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Corresponding author: Yaolong Huang, Institute of Civil Engineering, Putian University, Fujian, China. E-mail: yaolonghuang@foxmail.com.
Abstract: The method of surface displacement prediction of tunnel convergence displacement is used to make up for the failure of tunnel convergence displacement monitoring in the construction process, to supplement and verify the tunnel monitoring data, and to guide the construction. Firstly, some sets of systolic displacement and surface displacement data are obtained by field monitoring, which is used to calculate the parameter vector to be determined. The corresponding mathematical model is established and the systolic displacement of tunnel is predicted according to the monitoring data of surface displacement. Combined with field tunnel displacement monitoring and surface displacement monitoring, the correlation of displacement curve is analyzed, and the corresponding mathematical model is established. Combined with Matlab programming, the corresponding program language is written, the user interface is compiled, and the method of predicting tunnel convergence displacement by the ground displacement is realized.
