Determination of the degree of sodic modification of bentonite using response surface analysis

IF 1.6 4区 材料科学 Q2 METALLURGY & METALLURGICAL ENGINEERING Isij International Pub Date : 2024-05-14 DOI:10.2355/isijinternational.isijint-2024-006
Wei Mo, Yuxin Feng, Longlin Zhou, Jinlin Yang, Xiujuan Su, Jinpeng Feng
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Abstract

Sodium modification is an effective approach for enhancing the properties of bentonite and reducing its usage in pellets. However, due to limited research, the relationship between the physicochemical properties of bentonite and its green ball properties remains unclear, and the optimal degree of modification for bentonite has rarely been discussed. Therefore, this paper proposes a novel research idea: to exploring the correlation between the five most commonly used indexes for evaluating the physicochemical properties of bentonite (water absorption, methylene blue index, swell capacity, colloid index, and cation exchange capacity) and the most frequently used evaluation indexes for assessing green ball performance (drop strength), in order to determine the optimal degree of sodium modification of bentonite for pellets. The response surface methodology was employed in this paper to investigate the quantitative relationship between the five indexes and the green ball drop strength. The results demonstrate that when the drop strength of the green ball reaches its optimal level, the five commonly used indicators of bentonite are as follows: water absorption is 545.27%, methylene blue index is 22.94g/100g, swell capacity is 72.36ml/g, colloid index is 35.95ml/g, and cation exchange capacity is 68.93mmol/100g. Under these conditions, it has been the predicted value for green ball drop strength is determined to be 12.88, which exceeds the maximum value in the experimental conditions by 48.05%. The study determined the optimal degree of sodium modification for bentonite in pelletizing, providing valuable guidance for optimizing the properties of bentonite.

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利用响应面分析确定膨润土的钠化改性程度
钠改性是提高膨润土性能和减少其在球团中用量的有效方法。然而,由于研究有限,膨润土的理化性质与其绿球性能之间的关系仍不明确,膨润土的最佳改性程度也鲜有讨论。因此,本文提出了一个新颖的研究思路:探索膨润土理化性质最常用的五个评价指标(吸水率、亚甲基蓝指数、膨胀能力、胶体指数和阳离子交换能力)与绿球性能最常用的评价指标(落差强度)之间的相关性,从而确定膨润土钠改性的最佳球团度。本文采用响应面法研究了五项指标与绿球下落强度之间的定量关系。结果表明,当绿球的下落强度达到最佳水平时,膨润土的五项常用指标如下:吸水率为 545.27%,亚甲基蓝指数为 22.94g/100g,膨胀能力为 72.36ml/g,胶体指数为 35.95ml/g,阳离子交换能力为 68.93mmol/100g。在这些条件下,绿球下降强度的预测值被确定为 12.88,比实验条件下的最大值高出 48.05%。该研究确定了膨润土在造粒过程中的最佳钠改性程度,为优化膨润土的性能提供了宝贵的指导。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
Isij International
Isij International 工程技术-冶金工程
CiteScore
3.40
自引率
16.70%
发文量
268
审稿时长
2.6 months
期刊介绍: The journal provides an international medium for the publication of fundamental and technological aspects of the properties, structure, characterization and modeling, processing, fabrication, and environmental issues of iron and steel, along with related engineering materials.
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