为探究冻融循环条件下粉煤灰对膨胀土未冻水含量的影响,利用低场核磁共振(nuclear magnetic resonance,NMR)技术对不同粉煤灰掺量(3%、6%、9%、12%和15%)的改性膨胀土进行T2谱测定,分析不同温度下改性膨胀土的孔隙结构变化特征,并得出...为探究冻融循环条件下粉煤灰对膨胀土未冻水含量的影响,利用低场核磁共振(nuclear magnetic resonance,NMR)技术对不同粉煤灰掺量(3%、6%、9%、12%和15%)的改性膨胀土进行T2谱测定,分析不同温度下改性膨胀土的孔隙结构变化特征,并得出不同粉煤灰掺量的改性膨胀土未冻水含量的变化规律。试验结果表明:改性膨胀土相较于原状土,微、小孔隙的孔径分布在掺灰比为9%的试样出现降低,其余掺灰比的试样出现增长,掺灰比为6%的试样最显著;中孔隙增幅最显著的是掺灰比为12%的试样,大孔隙增幅最显著的是掺灰比为3%的试样;在冻结过程中,掺灰比为9%的试样未冻水含量在下降阶段变化最快,在融化阶段变化速率最慢;掺入粉煤灰降低了土壤的相变温度,且抑制土体冻结过程中的未冻水含量。展开更多
The soil-freezing characteristic curve(SFCC),which represents the relationship between unfrozen water content and subfreezing temperature(or suction at ice-water interface)in a freezing soil,can be used for understand...The soil-freezing characteristic curve(SFCC),which represents the relationship between unfrozen water content and subfreezing temperature(or suction at ice-water interface)in a freezing soil,can be used for understanding the transportation of heat,water,and solute in frozen soils.In this paper,the soil freezing process and the similarity between the SFCC of saturated frozen soil and soil-water characteristic curve(SWCC)of unfrozen unsaturated soil are reviewed.Based on similar characteristics between SWCC and SFCC,a conceptual SFCC is drawn for illustrating the main features of soil freezing and thawing processes.Various SFCC expressions from the literature are summarized.Four widely used expressions(i.e.,power relationship,exponential relationship,van Genuchten 1980 equation and Fredlund and Xing 1994 equation)are evaluated using published experimental data on four different soils(i.e.,sandy loam,silt,clay,and saline silt).Results show that the exponential relationship and van Genuchten(1980)equation are more suitable for sandy soils.The simple power relationship can be used to reasonably best-fit the SFCC for soils with different particle sizes;however,it exhibits limitations when fitting the saline silt data.The Fredlund and Xing(1994)equation is suitable for fitting the SFCCs for all soils studied in this paper.展开更多
文摘为探究冻融循环条件下粉煤灰对膨胀土未冻水含量的影响,利用低场核磁共振(nuclear magnetic resonance,NMR)技术对不同粉煤灰掺量(3%、6%、9%、12%和15%)的改性膨胀土进行T2谱测定,分析不同温度下改性膨胀土的孔隙结构变化特征,并得出不同粉煤灰掺量的改性膨胀土未冻水含量的变化规律。试验结果表明:改性膨胀土相较于原状土,微、小孔隙的孔径分布在掺灰比为9%的试样出现降低,其余掺灰比的试样出现增长,掺灰比为6%的试样最显著;中孔隙增幅最显著的是掺灰比为12%的试样,大孔隙增幅最显著的是掺灰比为3%的试样;在冻结过程中,掺灰比为9%的试样未冻水含量在下降阶段变化最快,在融化阶段变化速率最慢;掺入粉煤灰降低了土壤的相变温度,且抑制土体冻结过程中的未冻水含量。
文摘The soil-freezing characteristic curve(SFCC),which represents the relationship between unfrozen water content and subfreezing temperature(or suction at ice-water interface)in a freezing soil,can be used for understanding the transportation of heat,water,and solute in frozen soils.In this paper,the soil freezing process and the similarity between the SFCC of saturated frozen soil and soil-water characteristic curve(SWCC)of unfrozen unsaturated soil are reviewed.Based on similar characteristics between SWCC and SFCC,a conceptual SFCC is drawn for illustrating the main features of soil freezing and thawing processes.Various SFCC expressions from the literature are summarized.Four widely used expressions(i.e.,power relationship,exponential relationship,van Genuchten 1980 equation and Fredlund and Xing 1994 equation)are evaluated using published experimental data on four different soils(i.e.,sandy loam,silt,clay,and saline silt).Results show that the exponential relationship and van Genuchten(1980)equation are more suitable for sandy soils.The simple power relationship can be used to reasonably best-fit the SFCC for soils with different particle sizes;however,it exhibits limitations when fitting the saline silt data.The Fredlund and Xing(1994)equation is suitable for fitting the SFCCs for all soils studied in this paper.
