Modelling and optimization of different pozzolanic materials in the durability of cement composite by central composite design

IF 2.2 Q2 ENGINEERING, MULTIDISCIPLINARY
Tsion Amsalu Fode , Yusufu Abeid Chande Jande , Thomas Kivevele
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Abstract

The production of Ordinary Portland Cement (OPC) requires high temperatures and significant energy consumption, leading to environmental pollution and posing challenges to the sustainability of green cementing materials. To address this, numerous researchers have explored replacing cement with various supplementary cementitious materials, such as blast furnace slag, active limestone, and bentonite in concrete or mortar. However, optimizing the combined use of these materials to achieve maximum durability in mortar remains a novel area of study. This research models and optimizes the effects of replacing OPC with blast furnace slag, active limestone, and bentonite in mortar using the central composite design method. The findings reveal that increasing the content of bentonite along with either blast furnace slag or limestone from 0 % to 20 % significantly minimizes strength degradation due to sulfuric acid exposure, improves heat resistance, and lowers water absorption at 28 days. The optimal substitution levels were found to be 20 % for both blast furnace slag and limestone, and 18.54 % for bentonite. The optumal result reduced damage from sulfate attack by 33.4 %, strength loss under high temperatures by 69.04 %, and water absorption by 98.58 % when compared to the control sample. These outcomes were validated experimentally with a 95 % confidence level. Overall, incorporating these SCMs not only improves the durability of mortar but also supports environmental sustainability by reducing CO₂ emissions due to OPC production.
基于中心复合材料设计的不同火山灰材料对水泥复合材料耐久性的建模与优化
普通硅酸盐水泥(OPC)的生产需要高温和大量的能源消耗,导致环境污染,并对绿色水泥材料的可持续性提出了挑战。为了解决这个问题,许多研究人员已经探索用各种补充胶凝材料代替水泥,如高炉矿渣、活性石灰石和混凝土或砂浆中的膨润土。然而,优化这些材料的组合使用以实现砂浆的最大耐久性仍然是一个新的研究领域。本研究采用中心复合设计方法,模拟并优化了以高炉矿渣、活性石灰石、膨润土替代砂浆中OPC的效果。研究结果表明,将膨润土与高炉炉渣或石灰石的含量从0%增加到20%,可以显著减少因硫酸暴露引起的强度退化,提高耐热性,并降低28天的吸水率。高炉矿渣和石灰石的最佳替代水平为20%,膨润土的最佳替代水平为18.54%。与对照试样相比,优化后的结果使硫酸盐侵蚀损伤降低33.4%,高温下强度损失降低69.04%,吸水率降低98.58%。这些结果在实验中得到了95%置信水平的验证。总的来说,结合这些scm不仅可以提高砂浆的耐久性,还可以通过减少OPC生产产生的二氧化碳排放来支持环境的可持续性。
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来源期刊
Applications in engineering science
Applications in engineering science Mechanical Engineering
CiteScore
3.60
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0.00%
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审稿时长
68 days
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