The paper presents the report of an investigation into the model development and optimization of the compressive strength of 55/45 to 70/30 cement/Rice Husk Ash (RHA) in hollow sandcrete block. The low cost and local availability potential of RHA, a pozzolanic material gasps for exploitation. The study applies the Scheffe's optimization approach to obtain a mathematical model of the form f(x ,x ,x x ), where x are proportions of the concrete components, viz: cement, RHA, sand and water. Scheffe's i experimental design techniques are followed to mould various hollow block samples measuring 450mm x 225mm x 150mm and tested for 28 days strength. The task involved experimentation and design, applying the second order polynomial characterization process of the simplex lattice method. The model adequacy is checked using the control factors. Finally, a software is prepared to handle the design computation process to take the desired property of the mix, and generate the optimal mix ratios. Reversibly, any mix ratios can be desired and the attainable strength obtained.
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机译:本文介绍了对空心砂浆砌块中55/45至70/30水泥/稻壳灰(RHA)抗压强度的模型开发和优化研究的报告。火山灰质材料RHA的低成本和本地可利用潜力使人们大吃一惊。这项研究采用Scheffe的优化方法来获得形式为f(x,x,x x)的数学模型,其中x是混凝土成分的比例,即:水泥,RHA,沙子和水。遵循Scheffe的i实验设计技术,模制了尺寸为450mm x 225mm x 150mm的各种空心块样品,并测试了28天的强度。该任务涉及实验和设计,应用单纯形晶格方法的二阶多项式表征过程。使用控制因素检查模型是否足够。最后,准备一个软件来处理设计计算过程,以采用所需的混合特性,并生成最佳混合比。可逆地,可以期望任何混合比例并获得可达到的强度。
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