ANALYSIS OF THE MULTICOLLINEARITY OF REGRESSION EQUATIONS OF SHEAR WAVE VELOCITIES

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概要

• 論文の詳細を見る

• The multiple regression model with parameters of N-value and depth implies a form of shear wave velocity with a specific physical meaning, but these two parameters are not independent of each other. The research introduced statistical analysis techniques of the stepwise selection, the "rule of thumb" test, and the "RSM" test to overcome the multicollinearity problem. By using 491 data collected from the Taipei basin, the results show that only SM soil failed to pass the criteria while the CL and ML soils successfully did. Thus, the multiple regression model in a form of V_s=aN^bD^c may be used in some soils cases.

• 社団法人地盤工学会の論文
• 1992-03-15

著者

• LEE SHANNON

  Department of Construction Engineering, National Taiwan Institute of Technology

関連論文

• ANALYSIS OF THE MULTICOLLINEARITY OF REGRESSION EQUATIONS OF SHEAR WAVE VELOCITIES

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