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Recycled concrete aggregate mixed with crumb rubber under elevated temperature

journal contribution
posted on 2024-10-30, 14:14 authored by Mohammad Saberian Boroujeni, Long ShiLong Shi, Amir Sidiq, Jie LiJie Li, Sujeeva SetungeSujeeva Setunge, Chun Qing LiChun Qing Li
The use of recycled concrete is a significant step to reduce the need for natural resources and the demand on landfill sites for disposing the waste. Previous studies have mainly focused on its behaviours under ambient temperature although the characteristics of recycled concrete after high temperature exposures is important in many practical applications such as fire resistance. Also, the effect of elevated temperature on the mechanical and porosity behaviours of recycled concrete aggregate (RCA) containing rubber for pavement base/subbase applications has never been studied. In this study, the effects of high-temperature environment on the mechanical properties of recycled concrete aggregate (RCA) mixed with crumb rubber (CR) in a range of 0.5-2% were investigated both experimentally and theoretically. Unconfined compression strength (UCS) and X-ray micro-tomograph tests were undertaken on the mixed samples which were heated to different temperatures ranging from 20 °C to 600 °C. It was observed from the experimental results that UCS increased under a higher temperature up to 300 °C. At an ambient temperature of 20 °C, RCA samples without any addition of CR exhibited the highest UCS value while under high temperature, RCA samples with 1% CR had the highest UCS value. The strength of RCA mixed with crumb rubber showed an increasing trend under a temperature higher than 150 °C, which can be attributed to the melting processes of the crumb rubber. According to the X-ray micro-tomograph tests, the inclusion of rubber led to a decreasing porosity. It is interesting to note that porosity rises when temperature increased from 20 °C to 150 °C. This may be due to the restructuring of the shape of rubber particles into spheres as well as the excessive pore water forces generated from water evaporation. Also, when the temperature increased from 150 °C to 450 °C, the porosity decreased since the melted rubber particles flowed into the voids and filled more pores. The outcomes

History

Related Materials

  1. 1.
    DOI - Is published in 10.1016/j.conbuildmat.2019.06.133
  2. 2.
    ISSN - Is published in 09500618

Journal

Construction and Building Engineering

Volume

222

Start page

119

End page

129

Total pages

11

Publisher

Elsevier

Place published

Netherlands

Language

English

Copyright

© 2019 Elsevier Ltd. All rights reserved.

Former Identifier

2006092459

Esploro creation date

2020-06-22

Fedora creation date

2019-07-18