Ahmad Shamsad, Alghamdi Saeid A
Civil and Environmental Engineering Department, King Fahd University of Petroleum and Minerals, Dhahran 31261, Saudi Arabia.
ScientificWorldJournal. 2014 Feb 9;2014:561539. doi: 10.1155/2014/561539. eCollection 2014.
A step-by-step statistical approach is proposed to obtain optimum proportioning of concrete mixtures using the data obtained through a statistically planned experimental program. The utility of the proposed approach for optimizing the design of concrete mixture is illustrated considering a typical case in which trial mixtures were considered according to a full factorial experiment design involving three factors and their three levels (3(3)). A total of 27 concrete mixtures with three replicates (81 specimens) were considered by varying the levels of key factors affecting compressive strength of concrete, namely, water/cementitious materials ratio (0.38, 0.43, and 0.48), cementitious materials content (350, 375, and 400 kg/m(3)), and fine/total aggregate ratio (0.35, 0.40, and 0.45). The experimental data were utilized to carry out analysis of variance (ANOVA) and to develop a polynomial regression model for compressive strength in terms of the three design factors considered in this study. The developed statistical model was used to show how optimization of concrete mixtures can be carried out with different possible options.
本文提出了一种逐步统计方法,用于利用通过统计规划实验程序获得的数据来确定混凝土混合料的最佳配合比。考虑了一个典型案例,其中根据涉及三个因素及其三个水平(3³)的全因子实验设计来考虑试验混合料,以此说明了所提出的方法在优化混凝土混合料设计中的实用性。通过改变影响混凝土抗压强度的关键因素的水平,即水胶比(0.38、0.43和0.48)、胶凝材料含量(350、375和400kg/m³)以及细骨料/总骨料比(0.35、0.40和0.45),共考虑了27种混凝土混合料,每种混合料有三个重复试件(81个试件)。利用实验数据进行方差分析(ANOVA),并根据本研究中考虑的三个设计因素建立抗压强度的多项式回归模型。所建立的统计模型用于展示如何通过不同的可能选项来进行混凝土混合料的优化。