Multivariate regression approaches to predict the flexural performance of cellulose fibre reinforced extruded earth bricks for sustainable buildings

Tido Tiwa Stanislas , Gbétoglo C. Komadja , Ifeyinwa I. Obianyo , Olugbenga Ayeni , Assia A. Mahamat , Josepha F. Tendo , Holmer Savastano Junior
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引用次数: 2

Abstract

Regression analysis is commonly used to predict the compressive strength of soil-based materials to reduce the time and cost of construction projects. This study presents the results of multivariate regression analysis on the prediction of modulus of rupture and specific energy of cement-stabilised earth bricks reinforced with bamboo cellulose fibres as a function of cellulose fibre percentage, curing temperature and curing time. Statistical modelling is carried out on the experimental data of the four-point bending test of clay brick stabilised with 10 wt% Ordinary Portland Cement reinforced with 0, 5, 7.5 and 10 wt% organosolv bamboo pulp fibres. The water content of the unreinforced specimen was adopted at 25 wt% of the solid materials based on the plastic limit value of the soil, while the value of the water content of the samples with cellulose fibres was 35 wt% due to the affinity of the cellulose with water as well as to allow good extrudability of the pulp. The bricks were cured under different conditions (23 °C, 60% RH and 60 °C, 100% RH) and at different ages (14 and 28 days). Regression analysis and two-way ANOVA were studied to assess the accuracy, correlation and effect of each variable on the prediction of the random response variable. The results showed that non-linear regression analysis provides the best-fitting statistical model with an accuracy of 96%. In addition, the curing temperature and the percentage of cellulose fibres significantly affect the bricks bending performance, while the effect of curing time is the least visible. This non-linear model can be adopted as a suitable model to predict the flexural properties of cellulose pulp fibre-reinforced earth bricks for a sustainable building solution in developing countries. For better generalization and practical application of this method to predict the flexural performance of cellulose pulp fibre-reinforced earth bricks, a large data set of a broader range should be explored.

可持续建筑用纤维素纤维增强挤压土砖抗弯性能的多元回归预测
回归分析通常用于预测土基材料的抗压强度,以减少建设项目的时间和成本。本研究提出了多元回归分析的结果,预测了竹纤维素纤维增强水泥稳定土砖的断裂模量和比能与纤维素纤维百分比、固化温度和固化时间的函数关系。对0、5、7.5和10wt%有机溶剂竹浆纤维增强10wt%普通硅酸盐水泥稳定粘土砖的四点弯曲试验数据进行了统计建模。基于土壤的塑性极限值,未增强样品的含水量为固体材料的25wt%,而由于纤维素与水的亲和力以及允许纸浆的良好挤出性,具有纤维素纤维的样品的含氧量为35wt%。砖在不同的条件下(23°C,60%RH和60°C,100%RH)和不同的龄期(14天和28天)进行固化。研究了回归分析和双向方差分析,以评估每个变量对随机反应变量预测的准确性、相关性和影响。结果表明,非线性回归分析提供了最适合的统计模型,准确率为96%。此外,固化温度和纤维素纤维的百分比对砖的弯曲性能有显著影响,而固化时间的影响最不明显。该非线性模型可作为预测纤维素浆纤维增强土砖弯曲性能的合适模型,用于发展中国家的可持续建筑解决方案。为了更好地推广和实际应用该方法来预测纤维素浆纤维增强土砖的弯曲性能,需要探索一个范围更广的大数据集。
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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