Fares, H., Noumowe, A. and Remond, S. (2009) Self-Consolidating Concrete Subjected to High Temperature Mechanical and Physiochemical Properties. Cement and Concrete Research, 39, 1230-1238.
http://dx.doi.org/10.1016/j.cemconres.2009.08.001

has been cited by the following article:

• TITLE: Coconut Fibre Effect on Fresh and Thermo Gravimetric Properties to Mitigate Spalling of Self-Compacting Concrete at Elevated Temperatures

  AUTHORS: Qahir N. S. AL-Kadi, Arabi N. S. AL Qadi, Kamal Nasharuddin Bin Mustapha, Sivakumar Naganathan, Zakaria Bin Che Muda

  KEYWORDS: Coconut Fibres, Concrete, Hardened Density, Weight Loss, Compressive Strength

  JOURNAL NAME: Open Journal of Civil Engineering, Vol.5 No.3, September 29, 2015

  ABSTRACT: In this research the effect of Coconut (CN) fibre on the fresh and thermo gravimetric properties of self-compacting concrete (SCC) at elevated temperatures was investigated experimentally and statistically. The mixtures containing cement, water, fly ash, fine aggregate, coarse aggregate and super plasticizer with the addition of CN fibres (0%, 0.05%, 0.10 %, and 0.15%) by volume of the mixtures were prepared. The fresh and thermo gravimetric properties of the SCC specimens were determined after mixing at elevated temperatures (200℃, 400℃, and 600℃) testing in a laboratory. Three control specimens with 0% CN fibres were used for every mixture of SCC. Regression models were developed to determine the responses. The optimum of the CN fibres was measured.