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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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Impact of crumb rubber particles on the fracture parameters of concrete through WFM, SEM and BEM

TL;DR: In this paper, the authors focused on the fracture behavior of notched beams containing crumb rubber and obtained the following results: the initial fracture energy (Gf), the length of the fracture process zone (Cf), and the fracture toughness (KIC) in WFM, while the brittleness number (β ) in SEM decreased.
Journal ArticleDOI

Production of lightweight concrete from waste tire rubber crumb

TL;DR: In this article, rubber crumbs were used to partially replace fine aggregate in concrete at 0, 4, 8, 12, and 16% and represented as M0, M4, M8, M12, and M16, respectively.
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Properties of Rubberized Engineered Cementitious Composites Containing Nano-Silica.

TL;DR: In this paper, the authors used Response Surface Methodology (RSM) to optimize the mixtures of the rubberized ECC with variables: crumb rubber (CR), polyvinyl alcohol (PVA) fiber, nano-silica (NS), and fly ash (0, 25, and 50 vol%).
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Experimental and Statistical Investigation to Evaluate Impact Strength Variability and Reliability of Preplaced Aggregate Concrete Containing Crumped Rubber and Fibres

TL;DR: In this article , the impact strength variability and reliability of pre-placed aggregate concrete containing crumped rubber and fibres were examined and discussed, and a statistical method called Weibull distribution was used to analyze the scattered experimental results.
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Performance of sustainable sand concrete at ambient and elevated temperature

TL;DR: In this paper, the compressive strength of demolished building concrete has been measured by the Non-destructive test (NDT) core testing, and four types of concrete, Natural Dune Sand Concrete (NDSC), Recycled Crushed Sandcrete (RCSC), Reconditioned Crumpled Sand Stone Dust (RCSSDC), Recovered Crumb Rubber Concrete, and Recyclic CrumbRubber Concrete(RCSCRC) have been introduced.
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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