首页|非饱和重塑弱膨胀土微观孔结构特征与水力迂曲度研究

非饱和重塑弱膨胀土微观孔结构特征与水力迂曲度研究

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为得到不同干密度重塑弱膨胀土孔隙分布变化规律,用压样机制备干密度分别为1.40、1.50、1.60、1.70、1.80 g/cm3的试样,利用压汞试验分别对不同干密度试样孔隙结构和孔隙分布特征进行分析,基于压汞试验与土体的饱和渗透试验计算分析试样水力迂曲度.结果表明:不同干密度试样进、退汞过程呈现较一致的规律,进、退汞路径不同及瓶颈孔的存在使得汞残留在试样中;随着干密度增大,试样中孔隙的变化主要是大孔径孔隙体积和数量的减少;干密度越大,土体的孔隙结构越复杂,平均孔径、孔隙度、总孔隙体积与分形维数呈现负相关关系;根据试验结果计算得到不同干密度试样的饱和渗透系数以及水力迂曲度,发现干密度增大时水力迂曲度增大的实质是孔隙大小结构的改变使流体渗透土体的能力发生改变.
Microscopic Pore Structure Characteristics and Hydraulic Tortuosity of Unsaturated Remodeled Weakly Expansive Soil
To investigate the variation in pore distribution of remodeled weakly expansive soil at different dry densi-ties,specimens with dry densities of 1.40,1.50,1.60,1.70,1.80 g/cm3 were prepared using a press sample ma-chine.The pore structure and distribution characteristics of these specimens were analyzed through mercury-injec-tion and saturation-permeability tests.The hydraulic tortuosity of the specimens were calculated based on mercury piezometric and saturation permeability tests.The results indicate a consistent pattern in the process of mercury en-tering and exiting specimens of varying dry densities.Due to distinct entry and exit paths and the presence of bottle-neck pores,the mercury retains within the specimens.Furthermore,an increase in dry density results in a reduction in both pore volume and the quantity of large pores.The soil's pore structure becomes more intricate with higher dry densities,exhibiting a negative correlation between average pore diameter,porosity,total pore volume,and fractal dimension.Based on the experimental outcomes,saturated permeability coefficients and hydraulic tortuosity at varied dry densities were computed,revealing that the increase in hydraulic tortuosity with higher dry density lies in the changes in pore size and structure,consequently affecting the fluid's permeation ability within the soil.

expansive soilmercury piezometric methodmicrostructuresaturated permeability coefficienthy-draulic tortuosity

蔺文博、宁贵霞、马丽娜、丁小刚、张扬、罗伟

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兰州交通大学土木工程学院,兰州 730070

兰州交通大学道桥工程灾害防治技术国家地方联合工程实验室,兰州 730070

膨胀土 压汞法 微观结构 饱和渗透系数 水力迂曲度

甘肃省教育厅产业支撑计划甘肃省教育科技创新项目长江学者和创新团队发展计划滚动支持项目

2021CYZC-282022A-136IRT-15R29

2024

长江科学院院报
长江科学院

长江科学院院报

CSTPCD北大核心
影响因子:0.618
ISSN:1001-5485
年,卷(期):2024.41(4)
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