Effects of nano-clay particles on the short-term properties of self-compacting concrete
| Autor: | Elias Molaei Raisi, Bijan Vafaei, Amin Esrafili, Payam Hosseini, Alireza Afshar, Abbas Booshehrian |
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| Rok vydání: | 2015 |
| Předmět: |
Environmental Engineering
Materials science Scanning electron microscope 0211 other engineering and technologies 020101 civil engineering 02 engineering and technology Durability 0201 civil engineering Slump Compressive strength Electrical resistivity and conductivity 021105 building & construction Ultimate tensile strength Cementitious Composite material Curing (chemistry) Civil and Structural Engineering |
| Zdroj: | European Journal of Environmental and Civil Engineering. 21:127-147 |
| ISSN: | 2116-7214 1964-8189 |
| DOI: | 10.1080/19648189.2015.1096308 |
| Popis: | The properties of self-compacting concrete (SCC) can be manipulated by the addition of nano-montmorillonite (NMMT) clays. This paper presents the results of an experimental investigation on incorporating small dosages of NMMT clays (.25, .50, .75 and 1.00% addition by mass of total cementitious material) into SCC. Tests were conducted on fresh and hardened specimens to measure workability (by slump flow, V-funnel and L-box), mechanical (by compressive and splitting tensile strengths), durability (electrical resistivity and water penetration) and microstructural (X-ray diffraction and scanning electron microscopy) properties of control and NMMT-reinforced SCCs. The results showed that the addition of .5% NMMT resulted in the highest compressive strength; however, a mixture with .75% NMMT had the highest splitting tensile strength among mixtures at curing ages of 7, 28 and 56 days. Nevertheless, durability of specimens was improved by the addition of NMMT up to 1%. X-ray diffraction (XRD) and scanning electr... |
| Databáze: | OpenAIRE |
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