Abstract
In the current study, the effects of SiO2 nanoparticles as additive with two different sizes of 15 and 80 nm on water absorption of rice husk ash (RHA) blended concrete have been investigated. Concrete samples were prepared by replacing 10, 15 and 20 wt% of cement with RHA and 0.5, 1.0, 1.5 and 2.0% of cement with SiO2 nanoparticles followed by curing in lime solution for 7, 28 and 90 days. The results indicated that the resistance to water absorption of Portland cement–nano SiO2–rice husk ash (PC–NS–RHA) ternary blended concrete was considerably improved with respect to the control concrete. This improvement was observed at all curing ages and replacement levels but the optimal point was reached for 20% of RHA incorporating 2% of 80 nm SiO2 particles at 90 days of curing. Fast formation of C–S–H gel in the presence of ultra high active nano-sized SiO2 and micron level RHA particles together with their high filler effect may result in a continuous cement paste with the lowest weak zones. It has been concluded that the use of novel ternary blended concrete (PC–NS–RHA) provides significant reduction in the water absorption of concrete.
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Naji Givi A, Abdul Rashid S, Aziz FNA, Salleh MAM (2010) Assessment of the effects of rice husk ash particle size on strength, water permeability and workability of binary blended concrete. Constr Build Mater 24:2145–2150
Naji Givi A, Abdul Rashid S, Aziz FNA, Salleh MAM (2010) Contribution of rice husk ash to the properties of mortar and concrete: a review. J Am Sci 6(3):157–165
Malhotra VM (ed) (1986) Fly ash, silica fume, slag, and natural pozzolans in concrete. In: Proceedings of the 2nd international conference, Madrid, ACI SP 91
Malhotra VM (ed) (1989) Fly ash, silica fume, slag, and natural pozzolans in concrete. In: Proceedings of the 3rd international conference, Trondheim, ACI SP 114
Chindaprasirt P, Rukzon S (2008) Strength, porosity and corrosion resistance of ternary blend Portland cement, rice husk ash and fly ash mortar. Constr Build Mater 22(8):1601–1606
Bhanumathidas N, Mehta PK (2004) Concrete mixtures made with ternary blended cements containing fly ash and rice husk ash. In: Malhotra VM (ed) International conference proceeding seventh CANMET-Chennai, vol 1, SP 199-22, pp 379–391
Bagel L (1998) Strength and pore structure of ternary blended cement mortars containing blast-furnace slag and silica fume. Cem Concr Res 28(7):1011–1020
Jianyong L, Pei T (1997) Effect of slag and silica fume on mechanical properties of high strength concrete. Cem Concr Res 27(6):833–837
Thomas MDA, Shehata MH, Shashiprakash SG, Hopkins DS, Cail K (1999) Use of ternary cementitious systems containing silica fume and fly ash in concrete. Cem Concr Res 29(8):1207–1214
Menéndez G, Bonavetti V, Irassar EF (2003) Strength development of ternary blended cement with limestone filler and blast-furnace slag. Cem Concr Compos 25:61–67
Thomas MDA, Bamforth PB (1999) Modelling chloride diffusion in concrete: effect of fly ash and slag. Cem Concr Res 29(4):487–495
Bijen J (1996) Benefits of slag and fly ash. Constr Build Mater 10(5):309–314
Tumidajski PJ, Chan GW (1996) Boltzmann–Matano analysis of chloride diffusion into blended cement concrete. J Mater Civil Eng 8(4):195–200
Isaia GC, Gastaldini ALG, Moraes R (2003) Physical and pozzolanic action of mineral additions on the mechanical strength of high-performance concrete. Cem Concr Compos 25:69–76
Bonavetti VL, Rahhal VF, Irassar EF (2001) Studies on the carboaluminate formation in limestone filler blended cements. Cem Concr Res 31(6):853–859
Soroka I, Stern N (1977) The effect of fillers on strength of cement mortars. Cem Concr Res 7(4):449–456
Bonavetti V (1998) Limestone filler cements: interaction mechanism and its influence on mechanical properties. MSc thesis, University of Center Buenos Aires State, Argentine
Ramachandran V, Zhang C (1986) Influence of CaCO3 on hydration and microstructural characteristics of tricalcium silicate. Il Cemento 83(3):129–152
Pera J, Husson S, Guilhot B (1999) Influence of finely ground limestone on cement hydration. Cem Concr Compos 21(2):99–105
Moir G, Kelham S (1997) Developments in manufacture and use of Portland limestone cement. In: Malhotra VM (ed) Proceedings of the high-performance concrete, Kuala Lumpur, ACI SP-172, pp 797–819
Hartshorn SA, Sharp JH, Swamy RN (1999) Thaumasite formation in Portland-limestone cement pastes. Cem Concr Res 29(8):1331–1340
Hartshorn SA, Swamy RN, Sharp JH (2001) Engineering properties and structural implications of Portland limestone cement mortar exposed to magnesium sulphate attack. Adv Cem Res 13(1):31–46
De Sensale GR (2006) Strength development of concrete with rice-husk ash. Cem Concr Compos 28(2):158–160
Naji Givi A et al (2010) Investigations on the development of the permeability properties of binary blended concrete with nano-SiO2 particles. J Compos Mater 45(19):1931–1938
Naji Givi A et al (2010) Assessment of the effects of lime solution on the properties of nano-SiO2 binary blended concrete. Composites B 42(3):562–569
Naji Givi A et al (2010) Particle size effect on the permeability properties of nano-SiO2 blended portland cement concrete. J Compos Mater 45(11):1173–1180
Naji Givi A et al (2010) Experimental investigation of the size effects of SiO2 nano-particles on the mechanical properties of binary blended concrete. Composites B 41(8):673–677
Zivica V (2009) Effects of the very low water/cement ratio. Constr Build Mater 23(8):2846–2850
Parichatprecha R, Subedi BP, Nimityongskul P (2006) Influence of pozzolanic materials and cement content on the charge passed of high strength and durable concrete. J Ferrocem 36(2):799–807
Ismail MS, Waliuddint AM (1996) Effect of rice husk ash on high strength concrete. Constr Build Mater 10(1):521–526
Bui DD, Hu J, Stroeven P (2005) Particle size effect on the strength of rice husk ash blended gap-graded Portland cement concrete. Cem Concr Compos 27(3):357–366
Hall C (1989) Water sorptivity of mortars and concretes: a review. Mag Concr Res 41(147):51–61
Ransinchung GD, Kumar B, Kumar V (2009) Assessment of water absorption and chloride ion penetration of pavement quality concrete admixed with wollastonite and microsilica. Constr Build Mater 23(2):1168–1177
Ganesan K, Rajagopal K, Thangavel K (2008) Rice husk ash blended cement: assessment of optimal level of replacement for strength and permeability properties of concrete. Constr Build Mater 22(8):1675–1683
Porter DA, Easteriing KE (1992) Phase transformation in metals and alloys, 2nd edn. Chapman Hall, London
Dhir RK, Newlands MD, Paine KA (2003) Role of concrete in sustainable development. ICE Virtual Library, London
Monteiro PJM, Mehta PK (1986) Improvement of the aggregate cement paste transition zone by grain refinement of hydration product. In: Proceedings of the VIIIth international congress on the chemistry of cement, vol 2, Rio de Jeneiro, pp 433–437
Prabir BC (2001) High performance concrete: mechanism and application. ICI J 2(1):15–38
Martys NS, Ferraris CF (1997) Capillary transport in mortars and concrete. Cem Concr Res 27(5):747–760
Tasdemir C (2003) Combined effects of mineral admixtures and curing conditions on the sorptivity coefficients of concrete. Cem Concr Res 33:1637–1642
Wee TH, Suryavanshi JA, Tin SS (2000) Evaluation of rapid chloride permeability test (RCPT) results for concrete containing mineral admixtures. ACI Mater J 97(2):221–232
Philleo RE (1986) Freezing and thawing resistance of high-strength concrete. CNHRP Synthesis of Highway Practice 129 Transportation Research Board
Powers TC, Copeland LE, Mann HM (1959) Capillary continuity or discontinuity in cement paste. J PCA Res Dev Lab 1(2):38–48
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Najigivi, A., Abdul Rashid, S., Nora A. Aziz, F. et al. Water absorption control of ternary blended concrete with nano-SiO2 in presence of rice husk ash. Mater Struct 45, 1007–1017 (2012). https://doi.org/10.1617/s11527-011-9813-y
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DOI: https://doi.org/10.1617/s11527-011-9813-y