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Chapter

Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure

Chapter

Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure

DOI link for Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure

Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure book

Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure

DOI link for Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure

Prediction of the residual void ratio of clayey soils after drying based on their initial state, physical properties and structure book

ByM.E. Bardanis & M.J. Kavvadas
BookUnsaturated Soils. Advances in Geo-Engineering

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Edition 1st Edition
First Published 2008
Imprint CRC Press
Pages 8
eBook ISBN 9780429207211

ABSTRACT

Anticipating the advantages of using er rather than sr for use in constitutive modeling, Bardanis & Kavvadas (2006) proposed an empirical relation predicting er on the basis of tests on low to high plasticity clays and marls (Eq. 1). Residual void ratio er is predicted from the initial state of the soil, as expressed by initial void ratio when drying starts, eo, the physical properties of the soils, as expressed by their liquid limit wL and specific gravity Gs, and an empirical parameter m, found equal to 0.43.

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