DEFORMATION MONITORING ANALYSIS AND PREDICTIONFOR FOUNDATION PIT BASED ON TWOPARAMETER LINEARIZED REGRESSION
Li Mingfeng 1, 2) ; Wang Yongming 1) ; Gao Qiaoming 3) ; and Ji Wenlai 2)
1)School of Geodesy and Geomatics, Wuhan University, Wuhan 430079;2)Institute of Geo-Spatial Information, Nanjing University of Technology, Nanjing 210009;3)Nanjing Construction Installation Quality Supervision Station, Nanjing 210007
Abstract Through the variable substitution, linear regression models with two parameters are given in space of nonlinear functions. Based on the model establishment and significance test for simple linear regression, the comprehensive evaluation index is put forward for regression effect with different sample data. With measured data and Matlab program, the relation between cumulative deformation and monitoring date at each stage is analyzed. Then, the linear regression method is verified feasible for monitoring data analysis and realtime prediction.
Li Mingfeng,Wang Yongming ,Gao Qiaoming et al. DEFORMATION MONITORING ANALYSIS AND PREDICTIONFOR FOUNDATION PIT BASED ON TWOPARAMETER LINEARIZED REGRESSION[J]. , 2012, 32(1): 64-67.
Li Mingfeng,Wang Yongming ,Gao Qiaoming et al. DEFORMATION MONITORING ANALYSIS AND PREDICTIONFOR FOUNDATION PIT BASED ON TWOPARAMETER LINEARIZED REGRESSION[J]. jgg, 2012, 32(1): 64-67.
