2021
DOI: 10.1016/j.jclepro.2020.123996
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Engineering properties and sustainability assessment of recycled fibre reinforced rubberised cementitious composite

Abstract: This is a PDF file of an article that has undergone enhancements after acceptance, such as the addition of a cover page and metadata, and formatting for readability, but it is not yet the definitive version of record. This version will undergo additional copyediting, typesetting and review before it is published in its final form, but we are providing this version to give early visibility of the article. Please note that, during the production process, errors may be discovered which could affect the content, a… Show more

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Cited by 65 publications
(18 citation statements)
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“…10, the presence of 0.5% and 1.0% RTP fibre in SHGC improved the shrinkage resistance at different extents, where a reduction of 27.51% in drying shrinkage can be observed after incorporating 1.0% RTP fibre into P1.0R0. Excellent shrinkage-restraining behaviour was also reported for cementitious composites containing RTP fibres [40,42,44], which can be attributed to the release of temporarily blocked liquid content at the surfaces of RTP fibres and attached rubber particles [42]. On the other hand, as shown in Fig.…”
Section: Drying Shrinkagesupporting
confidence: 58%
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“…10, the presence of 0.5% and 1.0% RTP fibre in SHGC improved the shrinkage resistance at different extents, where a reduction of 27.51% in drying shrinkage can be observed after incorporating 1.0% RTP fibre into P1.0R0. Excellent shrinkage-restraining behaviour was also reported for cementitious composites containing RTP fibres [40,42,44], which can be attributed to the release of temporarily blocked liquid content at the surfaces of RTP fibres and attached rubber particles [42]. On the other hand, as shown in Fig.…”
Section: Drying Shrinkagesupporting
confidence: 58%
“…For instance, the 28-d compressive strength of P1.5R0.5 was around 45.7 MPa which was 10.43% lower than that of P1.5R0. Such weakening effect in compressive strength caused by RTP fibres was also found for cementitious composites [44,47], which can be attributed to the weaker fibre-matrix interaction and lower stiffness of RTP fibres. In addition, the rubber granules attaching the RTP fibres may also contribute to the reduction in compressive strength.…”
Section: Compressive Strengthmentioning
confidence: 56%
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“…Chen et al [ 90 ] developed a sustainable cementitious composite reinforced by a combination of recycled tire steel fiber (RTS) (0.5, 1.0 and 1.5 vol%) and recycled tire textile fiber (RTF) (0.5 and 1.0 vol%). To prevent the negative effect of the large numbers of rubber particles attached to the fiber’s surface, weakening the mechanical properties, a sieving method, as proposed by Chen et al [ 38 ], was applied to clean the fibers from the rubber particles and impurities (43.2% of the total mass of as-received fibers).…”
Section: Reinforced Concretementioning
confidence: 99%