应用中心复合设计法优化粉煤灰土工聚合物浆料的力学性能:结构与微观结构分析

IF 1.7 4区 工程技术 Q3 ENGINEERING, CIVIL Iranian Journal of Science and Technology, Transactions of Civil Engineering Pub Date : 2024-09-04 DOI:10.1007/s40996-024-01601-8
Yassine El Maataoui, Saliha Alehyen, Mouhcine Fadil, Badr Aouan, Ahmed Liba, Hamid Saufi, M’hamed Taibi
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引用次数: 0

摘要

本研究旨在利用中央复合设计(CCD)方法优化由粉煤灰(FA)提取的土工聚合物浆料的机械性能。该研究还探索了机械合成这一现代技术,以制造预土工聚合物粉末,然后用于开发浆料。考虑的关键因素包括研磨速度和持续时间、固化时间和温度以及 NaOH 浓度。根据 CCD 实验基质制备了 29 种土工聚合物浆料,并在 28 天的环境凝固后测量了它们的抗压强度(兆帕)和体积密度(克/立方厘米)。使用 X 射线衍射 (XRD) 和傅立叶变换红外 (FTIR) 光谱分析了原材料和所得土工聚合物样品的结构特性。扫描电子显微镜(SEM)和能量色散 X 射线(EDX)光谱分析了形态特征。样品的抗压强度在 11.22 至 32.41 兆帕之间,体积密度在 1.31 至 1.62 克/立方厘米之间。性能最高的土工聚合物浆料(46.47 兆帕和 1.64 克/立方厘米)的优化条件为:研磨速度为 300 转/分钟,研磨时间为 15 分钟,固化时间为 24 小时,固化温度为 80 °C,NaOH 浓度为 10 M。性能良好的土工聚合物浆料表现出一种低孔隙率结构,主要由致密的无定形铝硅酸钠凝胶组成。未来的研究可以探索应用不同的原材料和添加剂来进一步提高土工聚合物浆料的性能。此外,调查这些材料的长期耐久性和对环境的影响,可以更深入地了解它们在可持续建筑应用方面的潜力。
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Application of Central Composite Design for Optimizing Mechanical Performance of Geopolymer Paste from Fly Ash Using the Mechanosynthesis Method: Structural and Microstructural Analysis

This research aims to optimize the mechanical performance of a geopolymer paste derived from fly ash (FA) using the Central Composite Design (CCD) method. The study also explores mechanosynthesis as a modern technique to create a pre-geopolymer powder, which is then used to develop the paste. Key factors considered include grinding speed and duration, curing time and temperature, and NaOH concentration. Twenty-nine geopolymer pastes were prepared based on the CCD experimental matrix, and their compressive strength (MPa) and bulk density (g/cm3) were measured after 28 days of ambient solidification. The structural properties of the raw materials and resulting geopolymer samples were analyzed using X-ray diffraction (XRD) and Fourier-transform infrared (FTIR) spectroscopy. Morphological characteristics were examined with Scanning Electron Microscopy (SEM) and Energy-Dispersive X-ray (EDX) spectroscopy. The compressive strength of the samples ranged from 11.22 to 32.41 MPa, while bulk density varied from 1.31 to 1.62 g/cm3. The optimized conditions for the highest-performing geopolymer paste (46.47 MPa and 1.64 g/cm3) were identified as a grinding speed of 300 rpm, grinding time of 15 min, curing time of 24 h, curing temperature of 80 °C, and a NaOH concentration of 10 M. The performant geopolymer paste demonstrated a low-porosity structure primarily composed of dense amorphous sodium aluminosilicate gel. Future research could explore the application of different raw materials and additives to enhance the properties of geopolymer pastes further. Additionally, investigating the long-term durability and environmental impact of these materials can provide deeper insights into their potential for sustainable construction applications.

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来源期刊
CiteScore
3.30
自引率
11.80%
发文量
203
期刊介绍: The aim of the Iranian Journal of Science and Technology is to foster the growth of scientific research among Iranian engineers and scientists and to provide a medium by means of which the fruits of these researches may be brought to the attention of the world’s civil Engineering communities. This transaction focuses on all aspects of Civil Engineering and will accept the original research contributions (previously unpublished) from all areas of established engineering disciplines. The papers may be theoretical, experimental or both. The journal publishes original papers within the broad field of civil engineering which include, but are not limited to, the following: -Structural engineering- Earthquake engineering- Concrete engineering- Construction management- Steel structures- Engineering mechanics- Water resources engineering- Hydraulic engineering- Hydraulic structures- Environmental engineering- Soil mechanics- Foundation engineering- Geotechnical engineering- Transportation engineering- Surveying and geomatics.
期刊最新文献
Coupled Rainfall-Runoff and Hydrodynamic Modeling using MIKE + for Flood Simulation Mechanical and Microstructural Characteristics of Fly Ash-Nano-Silica Composites Enhancement of the Mechanical Characteristics of a Green Mortar Under Extreme Conditions: Experimental Study and Optimization Analysis A Case Study on the Effect of Multiple Earthquakes on Mid-rise RC Buildings with Mass and Stiffness Irregularity in Height Incremental Plastic Analysis of Confined Concrete Considering the Variation of Elastic Moduli
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