Effects of different nanomaterials on hardening and performance of ultra-high strength concrete (UHSC)

Abstract Nanomaterials have attracted much interest in cement-based materials during the past decade. In this study, the effects of different nano-CaCO 3 and nano-SiO 2 contents on flowability, heat of hydration, mechanical properties, phase change, and pore structure of ultra-high strength concrete (UHSC) were investigated. The dosages of nano-CaCO 3 were 0, 1.6%, 3.2%, 4.8%, and 6.4%, by the mass of cementitious materials, while the dosages of nano-SiO 2 were 0, 0.5%, 1.0%, 1.5%, and 2%. The results indicated that both nano-CaCO 3 and nano-SiO 2 decreased the flowability and increased the heat of hydration with the increase of their contents. The optimal dosages to enhance compressive and flexural strengths were 1.6%–4.8% for the nano-CaCO 3 and 0.5%–1.5% for the nano-SiO 2 . Although compressive and flexural strengths were comparable for the two nanomaterials after 28 d, their strength development tendencies with age were different. UHSC mixtures with nano-SiO 2 showed continuous and sharp increase in strength with age up to 7 d, while those with nano-CaCO 3 showed almost constant strength between 3 and 7 d, but sharp increase thereafter. Thermal gravimetry (TG) analysis demonstrated that the calcium hydroxide (CH) content in UHSC samples decreased significantly with the increase of nano-SiO 2 content, but remained almost constant for those with nano-CaCO 3 . Mercury intrusion porosimetry (MIP) results showed that both porosity and critical pore size decreased with the increase of hydration time as well as the increase of nanoparticles content to an optimal threshold, beyond which porosity decreased. The difference between them was that nano-CaCO 3 mainly reacted with C 3 A to form carboaluminates, while nano-SiO 2 reacted with Ca(OH) 2 to form C S H. Both nano-CaCO 3 and nano-SiO 2 demonstrated nucleation and filling effects and resulted in less porous and more homogeneous structure.