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Performance evaluation of sustainable high strength mortars incorporating high volume waste glass as binder

机译:掺入大量废玻璃作为粘合剂的可持续高强度砂浆的性能评估

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This study investigates the performance of sustainable high strength mortars incorporating recycled waste glass as a supplementary cementitious material (SCM) to replace cement from low (10%) to high (60%) replacement ratios, while mortars with conventional mix design are used as reference. The addition of the recycled waste glass significantly improves the slump-flow of fresh mortars in the presence of superplasticizer (SP). The increase of the recycled waste glass dosage contributes to the longer initial and final setting time compared to the plain cement sample. The high volume recycled waste glass containing sample shows an obvious delay of hydration compared with others incorporating the same amount of SP. The high strength series samples containing various contents of recycled waste glass show similar total gel porosity, but a significant increase of gel porosity was observed in the normal strength series samples containing recycled waste glass. From the SEM images, it can be identified that high dosage recycled waste glass-containing high strength mortars show a denser microstructure compared to the plain sample. The higher mesopore volume introduces higher drying shrinkage in sustainable mortars. The mechanical performance tests show that sustainable high strength mortars containing 60% recycled waste glass can achieve a satisfactory strength (99 MPa) compared to the plain cement sample (115 MPa). (C) 2018 Elsevier Ltd. All rights reserved.
机译:这项研究调查了可持续的高强度砂浆的性能,该砂浆结合了废玻璃作为补充胶凝材料(SCM)来替代低(10%)到高(60%)替代比例的水泥,同时使用具有常规混合设计的砂浆作为参考。在存在超塑化剂(SP)的情况下,添加再生玻璃废料可显着改善新鲜砂浆的坍落度。与普通水泥样品相比,废玻璃回收量的增加导致初始和最终凝固时间更长。与掺有相同数量SP的其他样品相比,包含大量废玻璃的样品显示出明显的水化延迟。包含各种含量的废玻璃的高强度系列样品显示出相似的总凝胶孔隙率,但在包含废玻璃的普通强度系列样品中观察到凝胶孔隙率显着增加。从SEM图像可以确定,与普通样品相比,含高剂量回收废玻璃的高强度砂浆显示出更致密的微观结构。中孔体积越大,可持续砂浆中的干燥收缩率越高。力学性能测试表明,与普通水泥样品(115 MPa)相比,含有60%再生废玻璃的可持续高强度砂浆可以达到令人满意的强度(99 MPa)。 (C)2018 Elsevier Ltd.保留所有权利。

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