Technical Feasibility of the Use of Sandy Loam Soils in Concrete

A. Conrado, E. Miguel, L. Cristóvão
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Abstract

In Mozambique, the task of providing infrastructural facilities for the rapidly growing population is enormous. Although the country has unique characteristics that present opportunities for timber construction to thrive, concrete continues to be one of the most used materials in modern construction. However, the concrete industry has a considerable impact on the environment due to production and the raw material consumed. Among the constituents of concrete, sand has been the one in which its exploitation causes the most damage to the environment. An alternative to solve this problem would be the use of fine sandy loam aggregate in the production of concrete. Thus, this research presents the study of the technical feasibility of using fine sandy loam aggregate in the production of concrete. The main study variables were the consistency and mechanical strength of concrete compression. For the production of concrete, two types of gravel of ¾ were used, sandy loam soil, sandy soil and Portland cement. Specimens were manufactured for 4 different mixes, with a reference mix containing cement, sand, gravel and water. To evaluate the performance of the mixes, tests of mechanical resistance to compression were carried out at 7, 14, 21 and 28 days of age. After determining the main physical and mechanical characteristics, promising results were obtained for the mixtures with 25% and 50% substitution, where the axial compressive strength test reached 26.3 MPa and 27 MPa, above the reference mixture of 25.6 MPa. The 100% mix of alternative soil reached an average strength of 25.2 MPa. This same mixture, although having low mechanical strength, has greater consistency, with a slump of ±10 cm.
砂壤土在混凝土中应用的技术可行性
在莫桑比克,为迅速增长的人口提供基础设施的任务是艰巨的。尽管该国具有独特的特点,为木结构建筑提供了蓬勃发展的机会,但混凝土仍然是现代建筑中使用最多的材料之一。然而,由于生产和原材料消耗,混凝土行业对环境产生了相当大的影响。在混凝土的组成成分中,砂土的开采对环境的破坏最大。解决这一问题的另一种方法是在混凝土生产中使用细砂壤土骨料。因此,本研究对细砂壤土骨料在混凝土生产中的技术可行性进行了研究。主要研究变量为混凝土的抗压稠度和机械强度。为了生产混凝土,使用了两种3 / 4的砾石,砂壤土,沙土和波特兰水泥。制作了4种不同混合物的样品,参考混合物含有水泥、沙子、砾石和水。为了评价混合料的性能,分别在7、14、21和28日龄进行了力学抗压试验。在确定了主要物理力学特性后,替代量为25%和50%的混合料的轴向抗压强度试验分别达到26.3 MPa和27 MPa,高于参考混合料25.6 MPa。100%拌和交替土的平均强度达到25.2 MPa。同样的混合物,虽然机械强度低,但具有更大的一致性,坍落度为±10厘米。
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