首页> 外文期刊>Journal of advanced concrete technology >The Effect of Water-to-Cement Ratio and Curing on Material Properties of Mortar Specimens in Stray Current Conditions
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The Effect of Water-to-Cement Ratio and Curing on Material Properties of Mortar Specimens in Stray Current Conditions

机译:杂散电流条件下水灰比和固化对砂浆材料性能的影响

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This work reports on the synergetic effect of water-to-cement ratio, curing conditions, varying external environment and stray current on the microstructural (porosity and pore size), electrical (resistivity) and mechanical (compressive strength) properties of 28 days-cured cement-based materials. The influence of curing on porosity and pore size, in stray current conditions, was assessed by correlating the performance of 28 days cured mortar with that of fresh (24h-cured only) mortar specimens in identical environmental medium.Three different levels of electrical current density (i.e. 10mA/m~(2), 100 mA/m~(2) and 1 A/m~(2)) were applied to simulate stray current flow through hardened mortar specimens with water-to-cement ratio of 0.5 and 0.35. Different environmental conditions were employed i.e. sealed conditions, partly immersed, and fully submerged in water and calcium hydroxide medium. Microstructural, mechanical and electrical properties were monitored in the course of 140 days. The outcomes suggest a potentially positive effect of the stray current, where water and/or humidity exchange with the external environment is restricted. The potential for this positive effect was experimentally supported through the recorded matrix densification and increased compressive strength of mortar specimens, subjected to stray current and treated in calcium hydroxide and/or sealed conditions, compared to equally handled and treated control cases.In contrast, for water submerged mortar specimens, subjected to stray current, coarsening of the bulk matrix and reduced compressive strength were observed. The outcomes were irrespective of w/c ratio and curing conditions. The effect of stray current was found to be predominantly determined by the current density level and increased at values > 100mA/m~(2). This would result in compromised mechanical properties and potentially reduced performance of cement-based materials within service life. Therefore, concrete curing and conditioning on site need to include considerations for the potential effect of stray currents.
机译:这项工作报告了28天固化后水灰比,固化条件,变化的外部环境和杂散电流对微观结构(孔隙率和孔径),电(电阻率)和机械(抗压强度)性能的协同效应。水泥基材料。通过在相同的环境介质中将28天固化砂浆的性能与新鲜(仅24h固化)砂浆样品的性能进行关联,评估了固化对杂散电流条件下孔隙率和孔径的影响。三种不同水平的电流密度(例如10mA / m〜(2),100 mA / m〜(2)和1 A / m〜(2))模拟流经硬化灰浆样品的杂散电流,水灰比为0.5和0.35 。采用不同的环境条件,即密封条件,部分浸入水中,并完全浸入水和氢氧化钙介质中。在140天的过程中监测了微结构,机械和电性能。结果表明杂散电流有潜在的积极影响,其中与外界环境的水和/或湿气交换受到限制。与同等处理和处理的对照案例相比,通过记录的基体致密化和提高的灰浆样本抗压强度,经受杂散电流并在氢氧化钙和/或密封条件下进行处理,实验证明了这种积极效果的潜力。观察到水淹没的砂浆样本受到杂散电流,块状基质变粗和抗压强度降低的影响。结果与w / c比和治疗条件无关。发现杂散电流的影响主要由电流密度水平决定,并在> 100mA / m〜(2)时增加。这将导致机械性能受损,并可能在使用寿命内降低水泥基材料的性能。因此,现场混凝土固化和调理需要考虑杂散电流的潜在影响。

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