TY - CONF Y1 - 2016/// A1 - Mohammed, B.S. A1 - Nuruddin, M.F. A1 - Shafiq, N. EP - 1446 ID - scholars7321 SN - 9781510843592 TI - Development of high strength nano-silica modified rubbercrete SP - 1441 KW - Concretes; Elastic moduli; Energy dissipation; Noise abatement; Rubber KW - Chloride penetration; Conventional concrete; Crumb rubber; Interfacial transition zone; Nano Silica; Partial replacement; Properties of concretes; Rubbercrete KW - Silica N1 - cited By 0; Conference of Canadian Society for Civil Engineering Annual Conference 2016: Resilient Infrastructure ; Conference Date: 1 June 2016 Through 4 June 2016; Conference Code:130621 VL - 2 N2 - Several research works have been carried out to study properties of concrete containing crumb rubber (rubbercrctc) as a partial replacement to tine aggregate. Rubbercrete exhibits numerous benefits compared to conventional concrete such as lower in density, increased ductility, enhanced plastic capacity, higher toughness, higher impact resistance, better chloride penetration, lower thermal conductivity, higher noise reduction factor and better electrical resistivity. It has also been known to have better energy dissipation, durability and damping ratio. However, the main drawbacks of rubbercrctc are decreasing in strengths and Young's modulus. Therefore, to improve strengths of the rubbercrete, the crumb rubber has been pre-coated with nano-silica. Results have revealed that nano-silica modified rubbercrete can be produced with high strengths due to the densification of the interfacial transition zone (ITZ) and refining pore system of the rubbercrete. PB - Canadian Society for Civil Engineering AV - none UR - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030677738&partnerID=40&md5=7358a1c8ed9042f1652aaebb155bdd88 ER -