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凹凸棒石改性黄土渗透系数与孔隙率、围压及渗透压关系研究

Study on the relationship between permeability coefficient and porosity, the confining and osmotic pressure of attapulgite-modified loess.

作者信息

Zhang Zhengrui, Pishro Ahad Amini, Zhang Lili, Ma Xuejiao, Matlan Siti Jahara, Taha Nazaruddin Abdul, Pishro Mojdeh Amini

机构信息

College of Civil Engineering, Sichuan University of Science & Engineering, Zigong, 643000, Sichuan, People's Republic of China.

Civil Engineering Programme, Faculty of Engineering, University of Malaysia Sabah, 88400, Kota Kinabalu , Sabah, Malaysia.

出版信息

Sci Rep. 2023 Sep 26;13(1):16077. doi: 10.1038/s41598-023-43197-5.

DOI:10.1038/s41598-023-43197-5
PMID:37752276
原文链接:https://pmc.ncbi.nlm.nih.gov/articles/PMC10522585/
Abstract

This study investigated attapulgite-modified loess as an efficient and cost-effective method for creating an impermeable liner for landfills in regions with scarce clay resources. Laboratory permeability tests were conducted using a flexible wall permeameter to determine the permeability of compacted loess and attapulgite mixtures under varying osmotic conditions. The relationship between the permeability coefficient, attapulgite dosage, radial pressure, and osmotic pressure was analyzed. Nuclear magnetic resonance and scanning electron microscopy were also used to observe the microstructure of the modified loess. The results showed that attapulgite dosage significantly reduced the permeability coefficient, but the effect became limited when the content surpassed 10%. The decrease of the permeability coefficient of the modified loess is mainly due to the filling of pores between the loess by attapulgite, which makes the pore size and throat size of the modified loess smaller. The modified loess displayed a sheet structure that contributed to an increased permeability coefficient due to increased radial pressure. This study provides valuable insights into using attapulgite-modified loess as a material for landfill lining in regions with scarce clay resources.

摘要

本研究探讨了凹凸棒石改性黄土作为一种高效且经济的方法,用于在粘土资源稀缺地区为垃圾填埋场创建防渗衬垫。使用柔性壁渗透仪进行实验室渗透试验,以确定压实黄土和凹凸棒石混合物在不同渗透条件下的渗透性。分析了渗透系数、凹凸棒石用量、径向压力和渗透压之间的关系。还利用核磁共振和扫描电子显微镜观察改性黄土的微观结构。结果表明,凹凸棒石用量显著降低了渗透系数,但当含量超过10%时,效果变得有限。改性黄土渗透系数的降低主要是由于凹凸棒石填充了黄土颗粒间的孔隙,使得改性黄土的孔径和喉道尺寸变小。改性黄土呈现出片状结构,由于径向压力增加,导致渗透系数增大。本研究为在粘土资源稀缺地区将凹凸棒石改性黄土用作垃圾填埋场衬垫材料提供了有价值的见解。

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本文引用的文献

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Materials (Basel). 2022 Jul 18;15(14):4982. doi: 10.3390/ma15144982.
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Study on Fractal Characteristics of Mineral Particles in Undisturbed Loess and Lime-Treated Loess.原状黄土及石灰改良黄土中矿物颗粒分形特征研究
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Functionalized Attapulgite for the Adsorption of Methylene Blue: Synthesis, Characterization, and Adsorption Mechanism.
用于亚甲基蓝吸附的功能化凹凸棒石:合成、表征及吸附机理
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Comparing desorption properties of pollutants on bentonite particles and in compacted bentonite.比较污染物在膨润土颗粒和压实膨润土中的解吸特性。
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