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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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Strength and ductility of rubberized concrete beams with micro-reinforcement

TL;DR: In this paper, a laboratory study has been conducted on R.C beams with coarse aggregate replaced by pretreated supplementary aggregates and micro-reinforcement included, and the fabricated specimens were tested under monotonic loading until failure.
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A Comprehensive Evaluation of the Mechanical Properties of Rubberized Concrete

TL;DR: In this article , fine aggregate was replaced with crumb rubber at four different volumetric percentages, ranging from 5 to 20% with a 5% step size, and a superplasticizer was added to improve both the workability and the strength of the concrete mixtures.
Journal ArticleDOI

Recycling liquid effluents in a ceramic industry

TL;DR: In this article, a study on the recycling of liquid effluents in a ceramic installation for sanitary industry is presented, which is characterized by X-ray diffraction and inductively coupled plasma to evaluate their compositions.
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Large-scale pullout analysis of geo scarp tyre reinforcement with oblique transverse member

TL;DR: Recently, population growth and more need for transportation have significantly increased the number of scrap tyres all over the world as discussed by the authors, and environmental pollution and endangered human health are serio-...
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Coupled effect of waste tire rubber and steel fibers on the mechanical properties of concrete

TL;DR: In this article , a minimum content of steel fibers has been added to mitigate the negative impact of addition of tire rubber fibers on the mechanical properties of concrete, and the results revealed that inclusion of steel fiber overcame the reduction in strength and toughness of concrete to which tire rubber fiber have been added.
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.
Journal ArticleDOI

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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