REGRESSION ANALYSIS OF SOIL COMPRESSIBILITY

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概要

• 論文の詳細を見る

• Statistical techniques are used to analyze and evaluate experimental data from more than 700 consolidation tests on a large variety of undisturbed soils, and regression equations are developed to estimate the compression index and the compression ratio from classification or index data. These regression equations are then examined within the framework of a variety of similar, but more restricted, empirical relationships that have been reported by other investigators. It is found that both the compression index and the compression ratio can be reasonably well approximated by use of a simple linear regression model involving only the initial void ratio.

• 社団法人地盤工学会の論文
• 1976-06-15

著者

• Krizek Raymond

  Civil Engineering The Technological Institute Northwestern University

• Azzouz Amr

  Massachusetts Institute Of Technology

• COROTIS ROSS

  Civil Engineering, The Technological Institute, Northwestern University

• Corotis Ross

  Civil Engineering The Technological Institute Northwestern University

関連論文

• 速度が変化する地盤の屈折法地震探査(『土質工学会論文報告集』Vol. 17 No.2 (1977年6月発行)掲載論文の概要)
• SEISMIC REFRACTION SURVEYING IN SOILS WITH VARIABLE PROPAGATION VELOCITY
• EFFECT OF PRINCIPAL CONSOLIDATION STRESS DIFFERENCE ON UNDRAINED SHEAR STRENGTH
• DIRECTIONAL VANE STRENGTHS FOR DIFFERENT CLAY FABRICS AND STRESS CONDITIONS
• REGRESSION ANALYSIS OF SOIL COMPRESSIBILITY

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