ANALYSIS OF EMPIRICAL COMPRESSION INDEX EQUATIONS USING THE VOID RATIO
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Title ANALYSIS OF EMPIRICAL COMPRESSION INDEX EQUATIONS USING THE VOID RATIO
Creator Amir Al-Khafaji, Krishnanand Maillacheruvu, Robert Jacobs
Contributor -
Publisher ISEC PRESS
Publication Year 2560
Keyword Consolidation, Regression equations, Reliability, Standard error, Clay, Settlement calculations.
Abstract This paper proposes a new method to evaluate the reliability of published empirical formulas in terms of accuracy and applicability to different soil types. Different empirical models are proposed to properly approximate the compression index for a wide range of void ratio and soil types. They were developed using a unique technique and a substantial number of published regression equations and compression data. Familiar empirical equations were examined for their reliability in predicting the compression index of clay for any void ratio. A comparison was made between available and newly-proposed empirical formulas using combined regression data sets compiled independently by several authors. The newly proposed empirical compression index equations are applicable to wide ranges of clay soils and void ratios, validating other published relationships. The degree of scatter and variations in the computed compression index values are minimized for any void ratio.
ISBN 978-0-9960437-4-8
International Struct Eng and Constructn Society

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