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基于核磁共振技术的生物炭改性土的渗透特性分析

Analysis of permeability characteristics of biochar amended clay based on nuclear magnetic resonance technique

  • 摘要: 在微观孔隙结构测试方法中,核磁共振(NMR)测试技术具有测试孔隙范围广、测试速度快等优点.而压汞测试技术能够定量地研究土体孔隙分布形态和孔径大小,但测试周期较长.因此,提出基于压汞数据刻度核磁共振T2谱曲线的方法,利用该方法定量地研究不同生物炭掺量改性黏土的孔隙结构特征及其对渗透特性的影响机制.研究结果表明:随着生物炭掺量的增加,生物炭-黏土混合土的饱和渗透系数是逐渐增大的.添加生物炭改变了黏土的孔隙结构特征.对于纯黏土,T2分布曲线呈单峰结构.随着生物炭掺量的增加,T2分布曲线呈双峰结构,T2谱右移,峰值T2逐渐增大.结合T2值与孔隙半径成正比的关系,可定性判断随着生物炭掺量增加,土样的最可几孔径是增大的.通过压汞数据与核磁共振T2谱之间的转换系数C值,获得了峰值T2对应的最可几孔径大小,分析了生物炭改性土孔隙结构特征的变化对宏观渗透系数变化的影响机理.

     

    Abstract: Among the microscopic pore structure testing methods, nuclear magnetic resonance(NMR) testing technology has the advantages of wide testing pore range and fast testing speed. The mercury intrusion test technology can quantitatively study the soil pore distribution and pore size, but the test period is long. Therefore, a method based on mercury intrusion data to calibrate the NMR T2 spectral curve was proposed, and this method was used to quantitatively study the pore structure characteristics of modified clay with different biochar contents and its influence mechanism on permeability characte-ristics. The results show that with the increase of biochar content, the saturated permeability coefficient of the biochar-clay mixture increases gradually. Adding biochar to clay changes the pore structure of the clay. For pure clay, the T2 distribution curve has a unimodal structure. With the increase in biochar content, the T2 distribution curve shows a bimodal structure, the T2 spectrum shifts to the right, and the peak T2 gradually increases. Combined with the proportional relationship between T2 value and pore radius, it can be qualitatively judged that with the increase of biochar content, the most probable pore size of soil samples increases. Through the conversion coefficient C value between mercury intrusion data and NMR T2 spectrum, the most probable pore size corresponding to peak T2 is obtained, and the influence of the change of pore structure characteristics of biochar modified soil on the change of macroscopic permeability coefficient is quantitatively analyzed.

     

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