›› 2011, Vol. 32 ›› Issue (12): 3738-3742.

• Geotechnical Engineering • Previous Articles     Next Articles

Regression model for dam deformation based on principal component and semi-parametric analysis

XU Chang1, 2, YUE Dong-jie2, DONG Yu-fan3, DENG Cheng-fa4   

  1. 1. Department of Municipal Engineering, Zhejiang Water Conservancy and Hydropower College, Hangzhou 310018, China; 2. School of Earth Sciences and Engineering, Hohai University, Nanjing 210098, China; 3. East China Investigation and Design Institute, China Hydropower Engineering Consulting Group Corporation, Hangzhou 310014, China; 4. Zhejiang Institute of Hydraulics & Estuary, Hangzhou 310020, China
  • Received:2010-06-08 Online:2011-12-10 Published:2011-12-13

Abstract: Principal component analysis (PCA) is a solution to the multicollinearity problem of dam regression models. However, uninformative principal components (PCs) may lead to the failure prediction of dam deformation. Thus a hybrid regression model using semi-parametric regression and PCA is proposed, where the PCs with the highest variance are treated as the semi-parametric component; the remaining PCs and model errors are treated as the non-parametric component to be estimated. The hybrid model is tested using the field observations of a dam in China. The result shows the hybrid model can circumvent the multicollinearity of dam causative effects and the ill-conditioned problem in semi-parametric penalized least squares regression. A comparative study with traditional PC regression and stepwise regression demonstrate the superior performance for dam deformation prediction

Key words: dam, multicollinearity, principal component analysis, semi-parametric regression, compensated least squares

CLC Number: 

  • TV 698.1
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