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Effects of Seawater Content in Alkaline Activators to Engineering Properties of Fly Ash-Based Geopolymer Concrete

机译:碱性激活剂海水含量对粉煤灰基地缘聚合物混凝土工程性能的影响

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This paper illustrates a special investigation on geopolymer concrete synthesized from fly ash, sand, coarse aggregates (solid phases) in conditions of sodium silicate solution and seawater (liquid phases). The mixtures of geopolymer concrete were designed with proportion changes of among materials to evaluate effects of the proportions to engineering properties of products. The specimens were molded into cylinder with 200 mm in length and 100 mm in diameter, and then cured at room condition (28 °C, 80 % of humidity) for testing engineering properties for 7 days, 28 days, 90 days, and 180 days. The engineering properties of geopolymer concrete samples included compressive strength (MPa), water absorption (kg/m~3), and volumetric weight (kg/m~3). The results showed that the fly ash-based geopolymer concrete using sodium silicate solution and seawater was very good performance with value of 180 day-compressive strength at 58 MPa, water absorption and volumetric weight were at 180 kg/m~3 and 2200 kg/m~3, respectively.
机译:本文说明了在硅酸钠溶液和海水(液相)的条件下从粉煤灰,砂,粗聚集体(固相)合成的地质混凝土的特殊研究。岩土聚合物混凝土的混合物设计,材料中的比例变化,以评估比例对产品的工程性质的影响。将试样模塑成圆柱,长度为200毫米,直径为100mm,然后在房间状况(28°C,80%的湿度)固化以进行7天,28天,90天和180天的测试工程性能。地缘聚合物混凝土样品的工程性质包括压缩强度(MPa),吸水率(kg / m〜3)和体积重量(kg / m〜3)。结果表明,使用硅酸钠溶液和海水的粉煤灰基地质聚合物混凝土具有非常好的性能,具有180天 - 压缩强度的值为58MPa,吸水和体积重量为180kg / m〜3和2200kg / M〜3分别。

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