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Optimization of the mix proportion for desert sand concrete based on a statistical model

机译:基于统计模型的沙漠砂混凝土配合比优化

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To promote more construction applications of desert sand (DS), this study provides a method to design and optimize the mix proportion of desert sand concrete (DSC) based on a statistical model. The water to cement (W/C) ratio, sand to aggregate (S/A) ratio, DS to fine aggregate (D/F) ratio, and water reducer (WR) dosage are selected as the experimental factors. In addition, the slump, air content, and compressive strength at 7 days and 28 days of 36 DSC mixtures are investigated experimentally. The statistical models are established based on a central composite design to evaluate the effects of the experimental factors on the DSC properties, and the analysis of variance and the residual for the models indicate that all the models are valid and have predictive capacity. Additionally, the results presented in the response trace or surface plots indicate that an increase in the D/F ratio in the mixtures can decrease the slump and enhance the air content, but the augmentation of the AMC ratio can increase the slump and reduce the air content. An increase in both the DM ratio and W/C ratio cause a reduction in compressive strength. On the other hand, the effects of the S/A ratio and WR dosage on the DSC properties exhibit minor roles relative to the important effects of the W/C ratio and D/F ratio. In addition to the above, optimization criteria are proposed to select the appropriate mix design parameters of DSC for various construction demands. (C) 2019 Elsevier Ltd. All rights reserved.
机译:为了促进沙漠砂(DS)的更多建筑应用,本研究提供了一种基于统计模型设计和优化沙漠砂混凝土(DSC)配合比的方法。选择水灰比(W / C),砂灰(S / A),DS与细骨料(D / F)以及减水剂(WR)作为试验因子。此外,还对36种DSC混合物在7天和28天时的坍落度,空气含量和抗压强度进行了实验研究。建立基于中央复合设计的统计模型,以评估实验因素对DSC属性的影响,对模型的方差和残差分析表明,所有模型均有效且具有预测能力。此外,响应曲线或表面图中显示的结果表明,混合物中D / F比的增加可以降低坍落度并增加空气含量,但是AMC比的增加可以增加坍落度并减少空气内容。 DM比和W / C比的增加引起抗压强度的降低。另一方面,相对于W / C比和D / F比的重要影响,S / A比和WR剂量对DSC性能的影响显示出较小的作用。除上述内容外,还提出了优化标准,以针对各种施工需求选择合适的DSC混合设计参数。 (C)2019 Elsevier Ltd.保留所有权利。

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