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Journal ArticleDOI

Recycling of waste tire rubber as aggregate in concrete: durability-related performance

TLDR
In this article, the results of an experimental investigation to comparatively study the depth of chloride penetration, resistance to acid attack and macrocell corrosion of rubberized concrete and control mix concrete were presented.
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This article is published in Journal of Cleaner Production.The article was published on 2016-01-20. It has received 300 citations till now. The article focuses on the topics: Crumb rubber & Compressive strength.

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Citations
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Effect of waste rubber particles on the mechanical performance and deformation properties of epoxy concrete for repair

TL;DR: In this article, the compressive, flexural, spilt, deflection and strain experiments on epoxy concrete with added fine, medium and coarse rubber particles respectively at 5, 10, 15, 20% and 25% were conducted.
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Interval-parameter chance-constrained programming model for uncertainty-based decision making in tire retreading industry

TL;DR: An interval-parameter chance-constrained programming model for uncertainty-based decision making in tires retreading industry and can help tire retreading managers optimize long-term purchasing, retreading and inventory planning schemes, and allocation patterns of retreaded, reusable and end-of-life tires under multiple uncertainties.
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Sulfate attack resistance of recycled aggregate concrete with NaOH-solution-treated crumb rubber

TL;DR: In this article, the authors investigated the sulfate attack resistance of recycled aggregate concrete with NaOH-solution-treated crumb rubber (CR) and found that the addition of CR particles could improve the performance of aggregate concrete.
Journal ArticleDOI

An overview on the recycling of waste ground tyre rubbers in thermoplastic matrices: Effect of added fillers

TL;DR: In this article, the effect of fillers, and more particularly nanofillers, on the dispersion of ground tyre rubber within thermoplastic matrices for achieving competitive materials is discussed.
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Design of Nitrile Rubber with High Strength and Recycling Ability Based on Fe3+–Catechol Group Coordination

TL;DR: In this article, a high strength and recycling ability was designed based on the interaction between metal ions and ligands, which was first epoxidized the nitrile rubber late 1970s.
References
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Journal ArticleDOI

Concrete made with used tyre aggregate: durability-related performance

TL;DR: In this paper, the performance of concrete that contains rubber aggregate made from used tyres (CTA) has been studied since the early 1990s, and the results showed that 5%, 10% and 15% of the volume of natural aggregate (NA) were replaced by aggregate derived from used tires (TA).
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Hardened properties of concrete mixtures containing pre-coated crumb rubber and silica fume

TL;DR: In this article, the authors examined an approach to pre-treat crumb rubber in conjunction with the addition of supplementary cementitious materials in order to mitigate the loss of mechanical properties in rubberized concrete.
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Properties of concrete prepared with waste tyre rubber particles of uniform and varying sizes

TL;DR: In this paper, three groups of singly-sized rubber particle samples (3mm, 0.5mm and 0.3mm) and one sample of continuous size grading (prepared by blending the three singlysized samples to form the same particle distribution curve of sand) were used to replace 20% of the natural fine aggregate by volume.
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Properties of concrete paving blocks made with waste marble

TL;DR: In this article, the paving blocks based on two cement types were used to replace aggregate with waste marble, and physical and mechanical tests were performed on blocks so produced, and the cement type turns out to be an important factor.
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Workability, mechanical properties, and chemical stability of a recycled tyre rubber-filled cementitious composite

TL;DR: The workability and mechanical properties of mortar containing shredded automobile and truck tyres were evaluated in this paper, where two different shapes of rubber particles were used as constituents of mortar: (1) granules about 2 mm in diameter, and (2) shreds having two sizes which were, nominally, 5.5 mm×1.2 mm and 10.8 mm × 1.8mm (length×diameter).
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