Experimental investigation of the size effects of SiO2 nano-particles on the mechanical properties of binary blended concrete
β Scribed by Alireza Naji Givi; Suraya Abdul Rashid; Farah Nora A. Aziz; Mohamad Amran Mohd Salleh
- Publisher
- Elsevier Science
- Year
- 2010
- Tongue
- English
- Weight
- 189 KB
- Volume
- 41
- Category
- Article
- ISSN
- 1359-8368
No coin nor oath required. For personal study only.
β¦ Synopsis
In the current study, the size effects of SiO 2 nano-particles on compressive, flexural and tensile strength of binary blended concrete were investigated. SiO 2 nano-particles with two different sizes of 15 and 80 nm have been used as a partial cement replacement by 0.5, 1.0, 1.5 and 2.0 wt.%. It was concluded that concrete specimens containing SiO 2 particles with average diameter of 15 nm were harder than those containing 80 nm of SiO 2 particles at the initial days of curing. But this condition was altered at 90 days of curing. Also from the viewpoint of free energy, it can be concluded that the C-S-H gel formation around the particles with average diameter of 15 nm was more at the primary days of curing. This can be as a result of more nucleation sites that causes acceleration in early age strength. On the other hand, the growth probability of C-S-H gel around the 80 nm particles was more at 90 days of moist curing. This is due to the fact that the nucleus of strengthening gel could simply reach to the critical volume of nucleation that causes increase in the strength.
π SIMILAR VOLUMES
This study develops the compressive strength, water permeability and workability of concrete by partial replacement of cement with agro-waste rice husk ash. Two types of rice husk ash with average particle size of 5 micron (ultra fine particles) and 95 micron and with four different contents of 5%,