减湿过程中南京粉细砂孔隙结构演化精细表征

    FINE CHARACTERIZATION OF PORE STRUCTURE EVOLUTION DURING DEHUMIDIFICATION PROCESS OF NANJING SILTY FINE SAND

    • 摘要: 饱和度影响着非饱和土土水特性与工程性质,孔隙结构是影响砂土抗液化强度的本征指标之一。为定量探究砂土饱和度与孔隙结构之间的相关性,使用了6 μm工业显微CT扫描减湿过程中的重塑南京粉细砂试样,对三维重构后的试样不同高度位置分别提取出表征单元体,使用最大球算法获得各表征单元体的孔隙网络模型,计算孔隙形态与孔隙结构参数,分析减湿过程中不同阶段孔隙结构演化特征。结果表明,试样单孔隙几何形态以细长椭球体为主,减湿过程中喉道长度和孔隙球度变化较小,而喉道半径减小;样品孔隙定向性发生循环变化,具体表现为:含水率30%时试样无主定向性;含水率20%降至5%时,孔隙平面角与空间角的数学期望均出现在120°方向;而干燥样孔隙重新丧失主定向性。孔隙结构参数定量分析结果表明,南京粉细砂饱和试样连续失水过程可划分为4个阶段:过饱和含水率降至含水率30%阶段,孔隙结构参数增大,孔隙连通性提高;含水率30%降至20%阶段,孔隙结构参数减小,孔隙连通性降低;含水率20%降至5%阶段,试样失水干裂,孔隙结构参数增大,连通性提高;含水率5%降至0阶段,裂隙结构被破坏并被砂土颗粒填充,孔隙结构参数减小,连通性降低。研究成果为进一步理解非饱和南京粉细砂液化特性打下基础。

       

      Abstract: In order to quantitatively explore the correlation between saturation level and pore structure in sandy soils, we utilized 6 μm industrial micro-CT scanning to scan remolded samples of Nanjing silty fine sand during the dehumidification process. We extracted representative elementary volumes from various height positions of the three-dimensionally reconstructed samples and obtained the pore network models of these representative elementary volumes by utilizing the maximum ball algorithm. We calculated pore morphology and structural parameters and analyzed the evolution of pore structure during dehumidification stages. We actively analyzed the data and discovered that the predominant geometric shape of individual pores in the samples is elongated ellipsoids. During the dehumidification process, we observed minimal variations in the length of pore throats and their sphericity, while pore throat radius decreased. The orientation of pores in the samples exhibited cyclic changes: at a moisture content of 30%,the samples showed no predominant orientation; as the moisture content decreased from 20% to 5%,the mathematical expectation of pore plane angles and spatial angles both aligned towards 120°; whereas in dried samples, pores lost their predominant orientation again. By conducting a quantitative analysis of pore structure parameters, we determined that the continuous desaturation process of saturated samples of Nanjing silty fine sand could be divided into four distinct stages: from supersaturation to a moisture content of 30%,pore structure parameters increased, and pore connectivity improved; from a moisture content of 30% to 20%,pore structure parameters decreased, and pore connectivity decreased; from a moisture content of 20% to 5%,the samples desiccated and cracked, resulting in an increase in pore structure parameters and pore connectivity; from a moisture content of 5% to 0%,the crack structure was destroyed and filled with sand particles, leading to a decrease in pore structure parameters and pore connectivity. The research findings lay the groundwork for further understanding the liquefaction characteristics of unsaturated Nanjing silty fine sand.

       

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