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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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Experimental study on the pore structure variation of self-compacting rubberised concrete under fatigue load

TL;DR: In this article, the correlation analysis between mechanical fatigue properties and pore structure was performed on the self-compacting rubberised concrete (SCRC), and four-point bending was found to be destructive and...
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Promoting sustainable materials using recycled rubber in concrete: A review

TL;DR: A critical review of the application of recycled rubber as an aggregate substitute in cement-based composites was carried out in this paper , where various influential factors were identified, and their influence on the resulting material was described.
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Towards Next-Generation Sustainable Composites Made of Recycled Rubber, Cenospheres, and Biobinder.

TL;DR: In this article, the authors describe the manufacturing and characterisation of the three-component bio-based composites in this work, which are made of peat, devulcanised crumb rubber (DCR) from used tyres, and part of the fly ash (CS).
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Evaluation of performance parameters of cement mortar in semi-flexible pavement using rubber powder and nano silica additives

TL;DR: In this article, rubber powder (RP) was used to approximate the stiffness of the cement mortar relative to porous asphalt concrete in order to reduce thermal cracking in semi-flexible pavement.
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Evaluating damage of rubberized cement-based composites under aggressive environments

TL;DR: In this article, an enhanced rubber-cement matrix bond using a rubber coating solution contributed to a significant improvement in transfer properties, and the effect of this bond enhancement on resistance of rubberized cement-based applications to acid and sulfate attacks was investigated.
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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