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Effect of recycled fine aggregate on properties of mortar: a factorial design approach

机译:再生精细骨料对砂浆性能的影响:造成阶乘设计方法

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The influence of the use of recycled fine aggregates as replacement natural fine aggregate on properties of cement mortar has been investigated using the procedures of general factorial design. In this study, the incorporation percentage of recycled fine aggregate (RFA%) and water-cement (w/c) ratio are selected as factors and compressive strength and water absorption as responses. The levels of RFA (%) are fixed at 0%, 10%, 20%, and 30% and the levels of other factor w/c ratio was kept at 0.4, 0.45, and 0.5. Compressive strength (CS) and water absorption (WA) of mortar mixes prepared with varying levels of aforementioned factors are selected responses. Analysis of variance (ANOVA) has been performed over test results for analysing the significance of factors and their interaction on selected responses. The results of study depict that the selected factors are significantly affecting the responses; however, no substantial influence of interaction between the factors on responses are observed.
机译:使用一般因子设计的程序研究了使用再生精细聚集体作为水泥砂浆性能的影响。在该研究中,选择再循环的细聚集体(RFA%)和水水泥(W / C)比的掺入百分比作为因子和抗压强度和吸水量作为反应。 RFA(%)的水平固定为0%,10%,20%和30%,另外的因子W / C比的水平保持在0.4,0.45和0.5。选择具有不同含量的上述因子的砂浆混合物的压缩强度(Cs)和吸水(WA)是选择的反应。对方差分析(ANOVA)进行了通过测试结果来分析因素的意义及其对所选响应的互动。研究结果描绘了所选因素显着影响反应;然而,观察到对响应的因素之间的相互作用没有大幅影响。

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