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Sand–rubber mixtures undergoing isotropic loading: derivation and experimental probing of a physical model
Authors:Auriane Platzer  Salman Rouhanifar  Patrick Richard  Bogdan Cazacliu  Erdin Ibraim
Affiliation:1.IFSTTAR, MAST, GPEM,Bouguenais,France;2.GeM (Institut de recherche en génie civil et mécanique),CNRS UMR 6183, école Centrale de Nantes,Nantes,France;3.Department of Civil Engineering,University of Bristol,Bristol,UK
Abstract:The volume of scrap tyres, an undesired urban waste, is increasing rapidly in every country. Mixing sand and rubber particles as a lightweight backfill is one of the possible alternatives to avoid stockpiling them in the environment. This paper presents a minimal model aiming to shed light on the relevant physical parameters governing the evolution of the void ratio of sand–rubber mixtures undergoing an isotropic compression loading, where the mixtures consist of various volume ratios of rubber. It is based on the idea that, when pressure is applied, the rubber particles deform and partially fill the porous space of the system, leading to a decrease of the void ratio with increasing pressure. We show that our simple approach is capable of reproducing experimental data obtained with sand and rubber of similar particle size distributions up to mixtures composed of 50% of rubber. The effect of the particle shape and size on the model parameters is discussed.
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