利用响应面法建立水泥复合材料多元替代补充胶凝材料的模型并对其进行优化

IF 5.3 Q2 ENGINEERING, ENVIRONMENTAL
Tsion Amsalu Fode , Yusufu Abeid Chande Jande , Thomas Kivevele
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引用次数: 0

摘要

补充胶凝材料有利于提高水泥性能,减少水泥用量,同时大大减少二氧化碳排放。许多研究人员分别或同时使用高炉矿渣、膨润土和活性石灰石来改善胶凝材料的性能,但对它们在水泥复合材料中的反应还不是很清楚。因此,本研究采用建模方法,通过中心复合设计-响应面法(CCD-RSM)优化高炉矿渣、生料膨润土和活性石灰石的置换,置换剂量从 0% 到 20%不等,以最大限度地提高胶结材料的强度,并最小化其新鲜容重。结果发现,与对照混合物相比,在水泥复合材料中添加高炉矿渣、膨润土和活性石灰石通常会降低早期强度。然而,将高炉矿渣和活性石灰石替换 20% 后,28 天抗压强度显著提高,而与对照混合物相比,使用 20% 的生膨润土会使抗压强度降低 6.45%。然而,将未加工膨润土与活性石灰石混合一半,则可提高抗压强度。除此之外,膨润土和活性石灰石的替代还降低了新鲜体积密度和抗折强度。总体而言,该研究根据强度最大化和新鲜密度最小化的标准进行了优化,发现替换高炉矿渣 1.01%、生膨润土 5.30%、活性石灰石 20% 的混合设计可提高 28 天抗压强度,同时降低新鲜体积密度,此外还替换了超过 54 种不同的优化设计混合结果。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Modelling and optimization of multiple replacement of supplementary cementitious materials for cement composite by response surface method

Supplementary cementitious materials are beneficial in improving performance and lessening the cement consumption with highly lessening CO2 emission. Many researchers used blast furnace slag, bentonite, and active limestone separately or two of them together to improve the performance of cementing materials, however, it is not well known how all react together in cement composite materials. So, the present study used modeling and optimizing the replacement of blast furnace slag, raw bentonite, and active limestone each by the doses of 0 to 20% to maximize strength and minimize the fresh bulk density of cementing materials by central composite design-response surface method (CCD-RSM). The results found, the employment of blast furnace slag, bentonite, and active limestone in the cement composite materials generally lessens the early strength compared to the control mixture. However, the replacement of blast furnace slag and active limestone by 20% significantly improves the 28-days compressive strength while employing raw bentonite by 20% reduced compressive strength by 6.45% compared to the control mixture. However, blending raw bentonite with active limestone by half improved the compressive strength. Besides these, the substitution of bentonite and active limestone reduces the fresh bulk density and flexural strength than the control mixture. Generally, the study optimized depending on the criteria of maximizing strength and minimizing fresh density and found the mix design replacement of blast furnace slag 1.01%, raw bentonite 5.30%, and active limestone 20% that improves 28 days compressive strength simultaneously reduces fresh bulk density in addition to replacing more than 54 different optimized design mix results.

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来源期刊
Cleaner Engineering and Technology
Cleaner Engineering and Technology Engineering-Engineering (miscellaneous)
CiteScore
9.80
自引率
0.00%
发文量
218
审稿时长
21 weeks
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