Characterization of electrical resistivity of silty clay under water−salt interaction
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摘要: 厘清水分和盐分影响下的粉质黏土电学性能演化规律,有助于扩大黏性土地区的岩土工程勘察技术的野外应用范围和提升综合地球物理勘探方法的准确性。针对粉质黏土区的电性特征需求,本研究系统考察了水−盐作用对粉质黏土电阻率特征的影响。试验选用采自山西省临汾市的粉质黏土样本,采用数字电桥探测仪器对试样在100~10000 Hz频率范围内进行电阻率测试,控制含水量为8%~18%、含盐量为0%~6%。结果表明:电阻率随含水量增大呈指数下降,以塑限附近为转折点;随着含盐量增大,电阻率先快速下降后趋于平稳;电阻率随测试频率升高而降低;在较干燥状态下,电阻率对盐分变化更为敏感。基于土体固−液−气三相导电通路模型和扩散双电层结构,对上述规律进行了机理分析。研究结果可为粉质黏土区的电法勘探与电性参数识别提供基础依据,对提高电法探测精度具有重要意义。Abstract: Clarifying the evolution of electrical properties of silty clay under the influence of moisture and salinity is essential for expanding the field application of geotechnical investigation technologies in cohesive soil areas of northern China and improving the accuracy of integrated geophysical exploration methods. Aiming at the demand for electrical characterization in silty clay regions, this study systematically investigates the effects of water-salt interaction on the resistivity characteristics of silty clay. Laboratory tests were conducted on silty clay samples collected from Linfen, Shanxi Province, using a digital bridge instrument over a frequency range of 100~10000 Hz. Water content was controlled between 8% and 18%, and salt content ranged from 0% to 6%. The results show that the soil resistivity decreases exponentially with increasing water content, with an inflection point near the plastic limit. As salt content increases, resistivity first decreases rapidly and then tends to stabilize. Resistivity decreases with increasing frequency, and its sensitivity to salinity is more pronounced under low water content conditions. The observed trends were interpreted based on a solid-liquid-gas three-phase conductive path model and the diffuse double layer structure of clay. The findings provide a theoretical basis for electrical prospecting and electrical parameter identification in silty clay regions, which is of significance for enhancing the precision of resistivity-based geophysical methods.
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Key words:
- silty clay /
- electrical resistivity /
- water content /
- salt content /
- double diffuse layer
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表 1 试验用土的物理力学指标
Table 1. Basic properties of the tested soil
密度
/(g∙cm−3)含水量/% 孔隙比 比重 饱和度
/%液限
/%塑限
/%1.51 6.2 0.826 2.71 27.6 25.1 16.1 表 2 试验用土的化学组分
Table 2. Chemicial components of the tested soil
% SiO2 Al2O2 CaO Fe2O3 MgO K2O 54.04 11.26 8.67 4.95 1.65 1.49 表 3 试验用土的矿物组分
Table 3. Mineral components of the tested soil
% 石英 伊利石 绿泥石 钠长石 方解石 蒙脱石 28 22 17 12 9 5 表 4 试验方案设计
Table 4. Experimental program design
序号 含水量/% 含盐量/% 序号 含水量/% 含盐量/% 1 8 0 13 14 0 2 8 2 14 14 2 3 8 4 15 14 4 4 8 6 16 14 6 5 10 0 17 16 0 6 10 2 18 16 2 7 10 4 19 16 4 8 10 6 20 16 6 9 12 0 21 18 0 10 12 2 22 18 2 11 12 4 23 18 4 12 12 6 24 18 6 -
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