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Journal ArticleDOI

Mechanical properties of polymer concrete made with recycled PET and recycled concrete aggregates

TLDR
In this paper, the authors evaluated the mechanical properties of polymer concrete, in particular, polymer concrete made of unsaturated polyester resins from recycled polyethylene terephthalate (PET) plastic waste and recycled concrete aggregates.
About
This article is published in Construction and Building Materials.The article was published on 2008-12-01. It has received 150 citations till now. The article focuses on the topics: Polymer concrete & Aggregate (composite).

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Material and structural performance evaluation of recycled pet fiber reinforced concrete

TL;DR: In this paper, a method to recycle wasted PET bottles is presented, in which short fibers made from recycled PET are used within structural concrete, and the results show that compressive strength and elastic modulus both decreased as fiber volume fraction increased.
Journal ArticleDOI

Properties and durability of concrete containing polymeric wastes (tyre rubber and polyethylene terephthalate bottles): An overview

TL;DR: In this paper, the performance of concrete containing polyethylene terephthalate bottles (PET) and polypropylene rubber (PPB) has been investigated and the effect of waste treatments, the size of waste particles and the waste replacement volume on the fresh and hardened properties of concrete.
Journal ArticleDOI

Assessing the recycling potential of glass fibre reinforced plastic waste in concrete and cement composites

TL;DR: In this paper, the mean compressive strength of concrete composites using 5% and 50% reinforced plastic (GRP) waste powder under water curing varied from 37 N/mm2 to 19 N /mm2.
Journal ArticleDOI

Recycling of poly(ethylene terephthalate) – A review focusing on chemical methods

TL;DR: In this article, the authors provide a thorough survey of PET-recycling including energetic, material, thermo-mechanical and chemical methods focusing on chemical methods describing important reaction parameters and yields of obtained reaction products.
Journal ArticleDOI

Properties of self-compacting lightweight concrete containing recycled plastic particles

TL;DR: In this paper, the effect of incorporating recycled modified polypropylene (PP) plastic particles on the workability and mechanical behavior of self-compacting lightweight concrete (SCLC) was investigated.
References
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Journal ArticleDOI

Porosity of recycled concrete with substitution of recycled concrete aggregate: An experimental study

TL;DR: In this paper, the experimental analysis of samples of recycled concrete (RC) with replacement of natural aggregate (NA) by recycled aggregate originating from concrete (RCA) is presented, and the results of the tests of mechanical properties of RC were used for comparison with tests of mercury intrusion porosimetry.
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Recycled aggregates and recycled aggregate concrete second state-of-the-art report developments 1945–1985

TL;DR: The extensive but fragmented research on recycled concrete aggregates and recycled aggregate concrete, which has been carried out in various parts of the world from 1945 to 1985, has been collated to form a comprehensive state-of-the-art document as discussed by the authors.
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Strengths of recycled aggregate concrete made using field-demolished concrete as aggregate

TL;DR: In this paper, the compressive, splitting tensile, and flexural strengths of recycled coarse aggregate concrete and to compare them with those of concrete made using natural crushed stone were compared. And the final conclusion is that through proper measures high-quality concrete materials can be produced using recycled concrete aggregate.
Journal ArticleDOI

Utilization of flyash as filler for unsaturated polyester resin

TL;DR: Flyash-filled unsaturated polyester resin (FPR) was found to have poor acid and solvent (benzene) resistances and good saltwater, alkali, weathering, and freeze–thaw resistances as seen from the mechanical properties and the possible ways of improving the strength of FPR are discussed.
Journal ArticleDOI

Recycled Concrete—A Source for New Aggregate

TL;DR: In this paper, the authors investigated the strength, failure mechanism, and durability characteristics of the recycled aggregate in comparison with the conventional concrete and found that for a W/C ratio of 0.35, the aggregate concrete has 30% lower strength than conventional concrete.
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