THE SUITABILITY OF SEAWATER ON CONCRETING IN THE NIGER – DELTA ZONE

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Abstract

This study was carried out in order to determine the suitability or otherwise of seawater for concreting. The study was carried out using the Box-Wilson symmetric composite plan B3, comprising 15 experimental points with 3 levels of treatment each. In accordance with the principle of the mathematical theory of experiment, multi-factorial regression models were evolved. The cement content at maximum level[x1 (+), water content at the minimum level [x2 (-)] and retarding admixture at minimum level of treatment [x3(-)] proved to be the most suitable condition for concreting. The result as follows were; Concrete slump: 60mm, Concrete density: 2450g/cm3, Concrete compressive strength: 22.56N/mm2, 26.65N/mm2 and 30.09N/mm2 for 7days, 14days and 28 days, respectively.
尼日尔三角洲地区海水对混凝土的适宜性
进行这项研究是为了确定海水是否适合混凝土。采用Box-Wilson对称复合方案B3进行研究,包括15个试验点,每个试验点有3个水平处理。根据实验数学理论的原理,建立了多因子回归模型。最大水泥掺量[x1(+)]、最小水掺量[x2(-)]和最小缓凝外加剂[x3(-)]是最适合混凝土施工的条件。结果如下:混凝土坍落度:60mm,混凝土密度:2450g/cm3,混凝土抗压强度:22.56N/mm2, 26.65N/mm2, 30.09N/mm2,龄期为7天,14天,28天。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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