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Quantifying the effect of construction site factors on concrete compressive strength using designed experiments

机译:使用设计的实验量化建筑工地因素对混凝土抗压强度的影响

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摘要

Both structured and unstructured factors affect concrete compressive strength. Structured factors, e.g., raw materials, affect concrete production. Unstructured factors, e.g., local conditions, affect concrete quality during the construction phase. The effects of structured factors on concrete metrics are well understood, while there is limited understanding on the effects of unstructured factors. A full 2~(5)factorial design was conducted to quantify the effect of five construction site factors including crew experience, compaction method, mixing time, curing humidity and curing temperature. A linear regression model was developed considering significant affecting factors. Model adequacy was evaluated through residual plots. The results indicate that compaction method, mixing time, curing humidity and curing temperature affect concrete compressive strength significantly, with curing temperature having the highest percent contribution (50.0%). The final regression model was used to create a decision-support tool that enables construction workers to find operating conditions and take corrective actions to preserve concrete quality.
机译:结构性和非结构性因素都会影响混凝土的抗压强度。结构性因素(例如原材料)会影响混凝土的生产。在施工阶段,非结构化因素(例如当地条件)会影响混凝土质量。很好地理解了结构化因素对具体指标的影响,而对非结构化因素的影响知​​之甚少。进行了完整的2〜(5)因子设计,以量化五个施工现场因素的影响,包括乘员经验,压实方法,混合时间,固化湿度和固化温度。考虑重大影响因素,开发了线性回归模型。通过残差图评估模型的适当性。结果表明,压实方法,混合时间,养护湿度和养护温度对混凝土的抗压强度有显着影响,其中养护温度贡献率最高(50.0%)。最终的回归模型用于创建决策支持工具,使建筑工人能够找到操作条件并采取纠正措施以保持混凝土质量。

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