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Pore structure evolution and strength development of hardened cement paste with super low water-to-cement ratios

机译:超低水灰比的硬化水泥浆的孔结构演变和强度发展

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In the current study, the ice particles instead of liquid water was firstly utilized as mixing water to prepared cement pastes with super low water-to-cement (w/c) ratios and homogenous structures. The effect of w/c ratio on the properties, especially the pore structure evolution and strength development, of hardened cement pastes were investigated. Mercury intrusion porosimetry (MIP) was introduced for the evolution of pore structure of hardened cement paste. Hydration heat-evolution was employed for characterising the hydration process of cement paste with super low w/c ratios. Experimental results suggested that the water absorption rate decreased by 49.3% while its open porosity decreased by 43.5% with the increase of w/c ratios from 0.08 to 0.16. The initial porosity of cement paste compact reached up to 36.6%, and the pores were mainly capillary pores of diameter in range of 0.1-8 mu m. When hydrated for 3 days, the capillary pores with diameter more than 1 mu m were vanished totally. Furthermore, 28-days total porosity of samples with w/c ratio of 0.16 decreased by up to 46.1% compared to that of samples with w/c ratio of 0.08. With the w/c ratio increased from 0.08 to 0.16, the 28-days compressive strength increased by 68.9% to a value of 127.5 MPa. Additionally, the total porosity was the mainly factor that determined the compressive strength of hardened cement paste with super low w/c ratios. (C) 2019 Elsevier Ltd. All rights reserved.
机译:在当前的研究中,首先使用冰颗粒代替液态水作为混合水,以制备具有超低水灰比(w / c)和均质结构的水泥浆。研究了w / c比对硬化水泥浆的性能,特别是孔隙结构演变和强度发展的影响。引入水银压入孔隙率法(MIP)来发展硬化水泥浆的孔结构。水合热演化用于表征具有超低w / c比的水泥浆的水合过程。实验结果表明,随着w / c比从0.08增加到0.16,吸水率降低了49.3%,开孔率降低了43.5%。水泥浆体的初始孔隙率达到36.6%,主要为直径在0.1-8μm范围内的毛细孔。水合3天后,直径大于1μm的毛细孔完全消失。此外,与w / c为0.08的样品相比,w / c为0.16的样品的28天总孔隙率降低了高达46.1%。随着w / c比从0.08增加到0.16,28天抗压强度增加68.9%,达到127.5 MPa。另外,总孔隙率是决定具有超低w / c比的硬化水泥浆抗压强度的主要因素。 (C)2019 Elsevier Ltd.保留所有权利。

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