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Rubber-soil mixtures: use of grading entropy theory to evaluate stiffness and liquefaction susceptibility

Bernal-Sanchez, Juan; Barreto, Daniel; Leak, James

Authors



Abstract

Rubber-soil mixtures are known to have mechanical properties that enable their use in backfills, road construction or geotechnical seismic isolation systems. The complexity of these mixtures comes from adding soft (i.e. rubber) particles that increases the number of particle properties to consider when studying the macroscopic behaviour. The distinction between sand-like and rubber-like behaviour is normally presented in relation to the rubber content and size ratio between particles. It is however unknown how the change on the mixture gradation affects the mechanical behaviour of RSm. Entropy coordinates condense the entire particle size distribution (PSD) to a single point on a Cartesian plane, accounting for all the information in the gradation. Grading entropy coordinates have been used to study typical geotechnical behaviours of mostly incompressible (i.e. sand) soils. In this study, entropy coordinates are used to analyse the correlation between the small-strain stiffness and liquefaction susceptibility of RSm and their PSDs. The results suggest that entropy coordinates can be used effectively on RSm as an alternative means of assessment of typical soil behaviours, being also able to distinguish between sand-like and rubber-like behaviours. Based on the 30 PSDs analysed, it is also evidenced that internal stability criterion proposed by Lőrincz (1986) can be used to predict the liquefaction susceptibility of RSm. The normalised base entropy (A) has also been shown to increase with the rubber content, which is linked to a lower liquefaction susceptibility, due to the supporting effect of rubber particles on strong-force chains formed of sand particles.

Citation

Bernal-Sanchez, J., Barreto, D., & Leak, J. (2023). Rubber-soil mixtures: use of grading entropy theory to evaluate stiffness and liquefaction susceptibility. Bulletin of Earthquake Engineering, 21, 3777–3796. https://doi.org/10.1007/s10518-023-01673-3

Journal Article Type Article
Acceptance Date Mar 17, 2023
Online Publication Date Apr 2, 2023
Publication Date 2023-06
Deposit Date Mar 21, 2023
Publicly Available Date Apr 2, 2023
Print ISSN 1570-761X
Electronic ISSN 1573-1456
Publisher Springer
Peer Reviewed Peer Reviewed
Volume 21
Pages 3777–3796
DOI https://doi.org/10.1007/s10518-023-01673-3
Keywords Rubber-soil mixtures, Grading entropy coordinates, Internal stability, Liquefaction susceptibility, Force transmission
Publisher URL https://www.springer.com/journal/10518/

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