羧甲基纤维素钠改性膨润土在水利工程应用中的防渗性能及其内在机理

IF 0.7 4区 材料科学 Q3 Materials Science
Mingshuan Zhu, Shien Li, Yixiong Zhang
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引用次数: 0

摘要

膨润土被广泛应用于水利工程项目中。然而,在极端环境条件下,膨润土的性能可能会下降。因此,我们旨在开发一种羧甲基纤维素钠(CMC)改性膨润土,并研究其防渗性能。结果表明,10% CMC 改性膨润土的性能最佳。与未改性膨润土相比,10% CMC 改性膨润土的膨胀指数显著增加到 40 mL/2 g,表明其具有较高的吸水能力和膨胀特性。此外,该膨润土的渗透系数(3.72×10-11 m/s)明显降低,孔隙率(1.90)明显增加,表明其具有良好的防渗效果。此外,在非常规环境条件和长期性能测试中,与未改性膨润土相比,10% CMC 改性膨润土显示出更好的稳定性。因此,本研究为 CMC 改性膨润土在防渗工程和水利工程中的应用提供了支持。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Anti-seepage performance and underlying mechanism of carboxymethyl cellulose sodium-modified bentonite in hydraulic engineering applications
Bentonite is widely utilized in hydraulic engineering projects. However, its performance may deteriorate under extreme environmental conditions. Hence, we aim to develop a sodium carboxymethyl cellulose (CMC)-modified bentonite and investigate its anti-seepage performance. The results showed that the 10% CMC-modified bentonite exhibited the best performance. Compared with unmodified bentonite, the expansion index of 10% CMC-modified bentonite significantly increased to 40 mL/2 g, indicating a high water absorption capacity and expansion property. Moreover, it showed a significant decrease in permeability coefficient (3.72×10−11 m/s) and an increase in porosity (1.90), indicating its excellent anti-seepage effect. Furthermore, under unconventional environmental conditions and long-term performance tests, the 10% CMC-modified bentonite shows improved stability compared to the unmodified bentonite. Therefore, it can be concluded that this study provides support for the utilization of CMC-modified bentonite in anti-seepage engineering and hydraulic engineering applications.
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来源期刊
Materials Express
Materials Express NANOSCIENCE & NANOTECHNOLOGY-MATERIALS SCIENCE, MULTIDISCIPLINARY
自引率
0.00%
发文量
69
审稿时长
>12 weeks
期刊介绍: Information not localized
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