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石灰改良砂土的微观渗透机理研究

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为探究不同掺量石灰对砂土渗透性及微观结构的影响,对不同石灰掺量的砂土进行饱和渗透试验、扫描电镜试验和核磁共振试验,分析了改良砂土的渗透性与微观孔隙结构,并利用Image-Pro Plus6.0软件与核磁共振分形维数,研究了石灰改良砂土渗透性与微观结构之间的关联特性.结果表明,适量石灰与砂土产生化学反应生成的胶凝物质使小颗粒聚集形成不规则团聚体,内部大孔隙被分割为小孔隙,孔隙粗糙度增大、孔隙分形维数增加,导致渗流通道变窄、迂曲度增大,宏观上渗透系数降低;而过量石灰的掺入则导致土体大孔隙面积与数量增加,分形维数减小,粗糙度降低,宏观上渗透系数则略有增大.
Study on Microscopic Permeability Mechanism of Soil-lime Improved Sand
In order to explore the effects of different amounts of lime on the permeability and microstructure of sand,saturation permeability test,scanning electron microscope test and nuclear magnetic resonance test were carried out on the sand with different lime contents.The permeability and microporous structure of the improved sand were analyzed.The correlation between the permeability and microstructure of the improved sand was studied by using software Image-Pro Plus6.0 and the fractal dimension of nuclear magnetic resonance.The results show that the gelled material produced by the chemical reaction between the proper amount of lime and sand causes the small particles to aggregate and form irregu-lar aggregates,the internal large pores are divided into small pores,the pore roughness increases,and the pore fractal di-mension increases,resulting in the narrowing of the seepage channel,the increase of the tortuosity,and the decrease of the macroscopic permeability coefficient.The incorporation of excessive lime leads to an increase in the area and number of large pores in the soil,a decrease in the fractal dimension,a decrease in roughness,and a slight increase in the macro-scopic permeability coefficient.

permeability characteristicsSEMNMRfractal dimensionlime-solidified soil

黄虎、宋昌博、高远、李睿航、郭利霞

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华北水利水电大学水利学院,河南 郑州 450046

中国建筑第六工程局有限公司,天津 300171

渗透特性 扫描电镜 核磁共振 分形维数 石灰固化土

2024

水电能源科学
中国水力发电工程学会 华中科技大学 武汉国测三联水电设备有限公司

水电能源科学

CSTPCD北大核心
影响因子:0.525
ISSN:1000-7709
年,卷(期):2024.42(12)