Static and dynamic behaviour of recycled tyre rubber-filled concrete

Olivares, Francisco Hernández; Barluenga, Gonzalo; Bollati, M; Witoszek, B.

doi:10.1016/s0008-8846(02)00833-5

Cited by 341 publications

(151 citation statements)

References 7 publications

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“…Varying the CR from 0% to 40% reduced the 7-and 28-day compressive strength by around 59.25%. This finding agreed with what other researchers have found [3,4,14]. The reduction of the compressive strength with higher percentages of CR may be attributed to the poor strength of the ITZ between the rubber particles and surrounding mortar, as observed by many researchers.…”

Section: Compressive Strengthsupporting

confidence: 92%

Mechanical Properties of Self-Consolidating Rubberized Concrete with Different Supplementary Cementing Materials

2015

March 21-22, 2015 London (UK)

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Section: Compressive Strengthsupporting

confidence: 92%

Mechanical Properties of Self-Consolidating Rubberized Concrete with Different Supplementary Cementing Materials

2015

March 21-22, 2015 London (UK)

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“…high friction coefficient) and hydrophobicity that is likely to affect its packing with conventional aggregates [21,56]. Due to their high surface area to weight ratios, it is also likely that ultra-fine rubber particles interact by surface and inter-particular forces [57].…”

mentioning

confidence: 99%

Optimisation of rubberised concrete with high rubber content: An experimental investigation

Raffoul

Garcia

Pilakoutas

et al. 2016

Construction and Building Materials

212

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“…Hernández-Olivares et al [17], Huang et al [18], Li et al [4], Ganjian et al [19], Toutanji [20], Batayneh et al [21], Kahloo et al [22], and Mohammed [23] conducted studies which included observation and modeling of the mechanical properties of recycled shredded tire concrete composites. The general trend observed was that as the percent content of tire rubber increases, the strength of the mix decreases.…”

Section: Previous Workmentioning

confidence: 99%

Development of a Lightweight Low-Carbon Footprint Concrete Containing Recycled Waste Materials

Talukdar

Islam

Banthia

2011

Advances in Civil Engineering

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Use of any recycled material helps to maintain a greener environment by keeping waste materials out of the landfills. Recycling practices also can decrease the environmental and economical impact of manufacturing the materials from virgin resources, which reduces the overall carbon footprint of industrial materials and processes. This study examined the use of waste materials such as crushed glass, ground tire rubber, and recycled aggregate in concrete. Compressive strength and elastic modulus were the primary parameters of interest. Results demonstrated that ground tire rubber introduced significant amounts of air into the mix and adversely affected the strength. The introduction of a defoamer was able to successfully remove part of the excess air from the mix, but the proportional strength improvements were not noted implying that air left in the defoamed mixture had undesirable characteristics. Freeze-thaw tests were next performed to understand the nature of air in the defoamed mixtures, and results demonstrated that this air is not helpful in resisting freeze-thaw resistance either. Overall, while lightweight, low-carbon footprint concrete materials seem possible from recycled materials, significant further optimization remains possible.

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Static and dynamic behaviour of recycled tyre rubber-filled concrete

Cited by 341 publications

References 7 publications

Mechanical Properties of Self-Consolidating Rubberized Concrete with Different Supplementary Cementing Materials

Mechanical Properties of Self-Consolidating Rubberized Concrete with Different Supplementary Cementing Materials

Optimisation of rubberised concrete with high rubber content: An experimental investigation

Development of a Lightweight Low-Carbon Footprint Concrete Containing Recycled Waste Materials

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