IMPROVING OF LIGHTWEIGHT SELF- CURING CONCRETE PROPERTIES | ||||
| JES. Journal of Engineering Sciences | ||||
| Article 2, Volume 44, No 3, May and June 2016, Page 259-271 PDF (1.24 MB) | ||||
| Document Type: Research Paper | ||||
| DOI: 10.21608/jesaun.2016.117600 | ||||
 View on SCiNiTO | ||||
| Authors | ||||
Mohammed M. M. Rashwan; Hesham M. A. Diab; Yahia M. S. Abd El-Fattah 
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| Civil Eng. Dept., Assuit University, 71516 Assuit. | ||||
| Abstract | ||||
| This study investigates the effect of self-curing agents on the mechanical properties of concrete. The self-curing agent is prewetted lightweight aggregate crushed over burnt clay bricks (COBCB). The COBCB has been used for replacement coarse aggregates in a ratios of 20%, 50% and 100 %. The mechanical properties were evaluated while the concrete specimens were subjected to different curing methods; conventional water curing, air curing regime (in the laboratory environment with 25°C) and chemical curing. The results show that, the use of self-curing agents COBCB in concrete with replacement ratio 20% by volume of coarse aggregates is effectively improved the mechanical properties in all cases of curing. | ||||
| Keywords | ||||
| Self curing; Lightweight aggregates; mechanical properties | ||||
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