TY  - CONF
EP  - 1446
VL  - 2
A1  - Mohammed, B.S.
A1  - Nuruddin, M.F.
A1  - Shafiq, N.
UR  - https://www.scopus.com/inward/record.uri?eid=2-s2.0-85030677738&partnerID=40&md5=7358a1c8ed9042f1652aaebb155bdd88
PB  - Canadian Society for Civil Engineering
SN  - 9781510843592
Y1  - 2016///
TI  - Development of high strength nano-silica modified rubbercrete
ID  - scholars7321
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
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.
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
AV  - none
ER  -