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水−盐作用下粉质黏土电阻率特征研究

韩海龙 陈琳

韩海龙, 陈琳. 水−盐作用下粉质黏土电阻率特征研究[J]. 岩土工程技术, 2026, 40(3): 452-458. doi: 10.20265/j.cnki.issn.1007-2993.2025-0090
引用本文: 韩海龙, 陈琳. 水−盐作用下粉质黏土电阻率特征研究[J]. 岩土工程技术, 2026, 40(3): 452-458. doi: 10.20265/j.cnki.issn.1007-2993.2025-0090
HAN Hailong, CHEN Lin. Characterization of electrical resistivity of silty clay under water−salt interaction[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(3): 452-458. doi: 10.20265/j.cnki.issn.1007-2993.2025-0090
Citation: HAN Hailong, CHEN Lin. Characterization of electrical resistivity of silty clay under water−salt interaction[J]. GEOTECHNICAL ENGINEERING TECHNIQUE, 2026, 40(3): 452-458. doi: 10.20265/j.cnki.issn.1007-2993.2025-0090

水−盐作用下粉质黏土电阻率特征研究

doi: 10.20265/j.cnki.issn.1007-2993.2025-0090
详细信息
    作者简介:

    韩海龙,男,1988年生,工程师,主要从事水工环地质和岩土工程勘察方面的研究工作。E-mail:296702820@qq.com

  • 中图分类号: TU411

Characterization of electrical resistivity of silty clay under water−salt interaction

  • 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。

     

  • 图  1  试验用土粒径级配曲线

    Figure  1.  Particle size distribution of the tested soil

    图  2  电阻率测试设备

    Figure  2.  Test equipment for the electrical resistivity

    图  3  不同含盐量条件下含水量对电阻率的影响

    Figure  3.  Effect of water content on electrical resistivity under different salt content conditions

    图  4  含水量作用下的归一化电阻率

    Figure  4.  Normalized electrical resistivity under the influence of water content

    图  5  不同含水量条件下含盐量对电阻率的影响

    Figure  5.  Effect of salt content on electrical resistivity under different water content conditions

    图  6  含盐量作用下的归一化电阻率

    Figure  6.  Normalized electrical resistivity under the influence of salt content

    图  7  土体三通道导电模型

    Figure  7.  Three-channel conduction model of soil mass

    图  8  基于三相结构的土体导电模型

    Figure  8.  Conductive model of soil based on three-phase structures

    图  9  黏性土扩散双层结构分子示意图

    Figure  9.  Molecular model of diffuse double layers structure for clay

    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
    下载: 导出CSV

    表  2  试验用土的化学组分

    Table  2.   Chemicial components of the tested soil %

    SiO2Al2O2CaOFe2O3MgOK2O
    54.0411.268.674.951.651.49
    下载: 导出CSV

    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
    2822171295
    下载: 导出CSV

    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
    下载: 导出CSV
  • [1] NIU X R, YAO Y P. Resilient modulus experiment of subgrade soil on different wetting–drying and salt washing–supplying paths[J]. Transportation Geotechnics, 2021, 28: 100512. doi: 10.1016/j.trgeo.2021.100512
    [2] DUAN Z, CHENG W C, PENG J B, et al. Investigation into the triggering mechanism of loess landslides in the south Jingyang platform, Shaanxi Province[J]. Bulletin of Engineering Geology and the Environment, 2019, 78(7): 4919-4930. doi: 10.1007/s10064-018-01432-8
    [3] NASEEM A, JALAL F E, NASEEM A. Predicting sandy-clayey soil properties using electrical resistivity testing[J]. Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 2019, 173(1): 21-29. doi: 10.1680/jgeen.18.00102
    [4] 蔡 波, 徐兴倩, 屈 新, 等. 红粘土电阻率影响因素分析及其预测模型构建[J]. 水电能源科学, 2023, 41(11): 169-173. (CAI B, XU X Q, QU X, et al. Analysis of influencing factors of laterite resistivity and its prediction model construction[J]. Water Resources and Power, 2023, 41(11): 169-173. (in Chinese) doi: 10.20040/j.cnki.1000-7709.2023.20230114

    CAI B, XU X Q, QU X, et al. Analysis of influencing factors of laterite resistivity and its prediction model construction[J]. Water Resources and Power, 2023, 41(11): 169-173. (in Chinese) doi: 10.20040/j.cnki.1000-7709.2023.20230114
    [5] 陈议城, 宋 宇, 陈学军, 等. Cu2+污染红黏土电阻率特征试验研究[J/OL]. 岩土力学, 2020,(S2):1-10[2025-03-01]. https://doi.org/10.16285/j.rsm.2020.0137. (CHEN Y C, SONG Y, CHEN X J, et al. Resistivity characteristics of red clay contaminated by Cu2+[J/OL]. Rock and Soil Mechanics, 2020,(S2):1-10[2025-03-01]. https://doi.org/10.16285/j.rsm.2020.0137. (in Chinese)).
    [6] 查甫生, 刘松玉, 杜延军, 等. 土的颗粒组成对电阻率的影响试验研究[J]. 工业建筑, 2013, 43(3): 71-74. (ZHA F S, LIU S Y, DU Y J, et al. Effect of soil grain composition on soil electrical resistivity[J]. Industrial Construction, 2013, 43(3): 71-74. (in Chinese)

    ZHA F S, LIU S Y, DU Y J, et al. Effect of soil grain composition on soil electrical resistivity[J]. Industrial Construction, 2013, 43(3): 71-74. (in Chinese)
    [7] HASAN M F, ABUEL-NAGA H, BROADBRIDGE P, et al. Series-parallel structure-oriented electrical conductivity model of saturated clays[J]. Applied Clay Science, 2018, 162: 239-251. doi: 10.1016/j.clay.2018.06.020
    [8] CLAVIER C, COATES G, DUMANOIR J. Theoretical and experimental bases for the dual-water model for interpretation of shaly sands[J]. Society of Petroleum Engineers Journal, 1984, 24(2): 153-168. doi: 10.2118/6859-PA
    [9] FUKUE M, MINATO T, HORIBE H, et al. The micro-structures of clay given by resistivity measurements[J]. Engineering Geology, 1999, 54(1/2): 43-53. doi: 10.1016/s0013-7952(99)00060-5
    [10] LYU C, SUN Q, ZHANG W Q, et al. Effects of NaCl concentration on electrical resistivity of clay with cooling[J]. Journal of Applied Geophysics, 2019, 170: 103843. doi: 10.1016/j.jappgeo.2019.103843
    [11] BAI W, KONG L W, GUO A G. Effects of physical properties on electrical conductivity of compacted lateritic soil[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2013, 5(5): 406-411. doi: 10.1016/j.jrmge.2013.07.003
    [12] AN N, TANG C S, CHENG Q, et al. Application of electrical resistivity method in the characterization of 2D desiccation cracking process of clayey soil[J]. Engineering Geology, 2020, 265: 105416. doi: 10.1016/j.enggeo.2019.105416
    [13] MCNEILL J D. 7. Use of electromagnetic methods for groundwater studies[J]. Geotechnical and Environmental Geophysics, 1990, 1: 191-218.
    [14] ABU-HASSANEIN Z S, BENSON C H, BLOTZ L R. Electrical resistivity of compacted clays[J]. Journal of Geotechnical Engineering, 1996, 122(5): 397-406. doi: 10.1061/(ASCE)0733-9410(1996)122:5(397)
    [15] HU W L, CHENG W C, WEN S J, et al. Effects of chemical contamination on microscale structural characteristics of intact loess and resultant macroscale mechanical properties[J]. CATENA, 2021, 203: 105361. doi: 10.1016/j.catena.2021.105361
    [16] 丁旭升, 张凌凯, 樊培培. 干湿冻融循环条件下重塑性黄土的强度劣化规律及非线性模型研究[J]. 岩土力学, 2024, 45(S1): 324-336. (DING X S, ZHANG L K, FAN P P. Strength degradation law and nonlinear model of remolded loess under dry-wet freeze-thaw cycles condition[J]. Rock and Soil Mechanics, 2024, 45(S1): 324-336. (in Chinese)

    DING X S, ZHANG L K, FAN P P. Strength degradation law and nonlinear model of remolded loess under dry-wet freeze-thaw cycles condition[J]. Rock and Soil Mechanics, 2024, 45(S1): 324-336. (in Chinese)
    [17] YE W M, ZHANG F, CHEN B, et al. Effects of salt solutions on the hydro-mechanical behavior of compacted GMZ01 bentonite[J]. Environmental Earth Sciences, 2014, 72(7): 2621-2630. doi: 10.1007/s12665-014-3169-x
    [18] CHEN Y G, CAI Y Q, PAN K, et al. Influence of dry density and water salinity on the swelling pressure and hydraulic conductivity of compacted GMZ01 bentonite–sand mixtures[J]. Acta Geotechnica, 2022, 17(5): 1879-1896. doi: 10.1007/s11440-021-01305-7
    [19] 蒋 超, 晏长根, 辛 远, 等. 水泥土电阻率对测试频率与含水率的响应特征试验研究[J]. 公路交通科技, 2023, 40(7): 52-59. (JIANG C, YAN C G, XIN Y, et al. Experimental study on response characteristics of cement-soil resistivity to test frequency and water content[J]. Journal of Highway and Transportation Research and Development, 2023, 40(7): 52-59. (in Chinese) doi: 10.3969/j.issn.1002-0268.2023.07.007

    JIANG C, YAN C G, XIN Y, et al. Experimental study on response characteristics of cement-soil resistivity to test frequency and water content[J]. Journal of Highway and Transportation Research and Development, 2023, 40(7): 52-59. (in Chinese) doi: 10.3969/j.issn.1002-0268.2023.07.007
    [20] 赵迎宵, 何伟鹏, 丁晓英, 等. 西宁盆地黄土区草本植物边坡电阻率与土体物理力学性质关系研究[J]. 岩土力学, 2024, 45(2): 477-488. (ZHAO Y X, HE W P, DING X Y, et al. Relationship between resistivity and soil physical and mechanical properties of herbaceous slopes in the loess area of Xining Basin[J]. Rock and Soil Mechanics, 2024, 45(2): 477-488. (in Chinese)

    ZHAO Y X, HE W P, DING X Y, et al. Relationship between resistivity and soil physical and mechanical properties of herbaceous slopes in the loess area of Xining Basin[J]. Rock and Soil Mechanics, 2024, 45(2): 477-488. (in Chinese)
    [21] 龚晓南, 焦 丹, 李 瑛. 粘性土的电阻计算模型[J]. 沈阳工业大学学报, 2011, 33(2): 213-218. (GONG X N, JIAO D, LI Y. Electric resistance calculation model of clay[J]. Journal of Shenyang University of Technology, 2011, 33(2): 213-218. (in Chinese)

    GONG X N, JIAO D, LI Y. Electric resistance calculation model of clay[J]. Journal of Shenyang University of Technology, 2011, 33(2): 213-218. (in Chinese)
    [22] 查甫生, 刘松玉, 杜延军, 等. 土的微结构特征对其电阻率的影响试验研究[J]. 工程勘察, 2008(10): 6-10. (ZHA F S, LIU S Y, DU Y J, et al. Effect of microstructure on soil electrical resistivity[J]. Geotechnical Investigation & Surveying, 2008(10): 6-10. (in Chinese)

    ZHA F S, LIU S Y, DU Y J, et al. Effect of microstructure on soil electrical resistivity[J]. Geotechnical Investigation & Surveying, 2008(10): 6-10. (in Chinese)
    [23] 刘 华, 胡文乐, 王铁行, 等. 碱液加固黄土的电阻率特征试验及其效果评价[J]. 建筑科学与工程学报, 2021, 38(2): 99-107. (LIU H, HU W L, WANG T H, et al. Resistivity characteristics test and effect evaluation of alkali solution strengthening loess[J]. Journal of Architecture and Civil Engineering, 2021, 38(2): 99-107. (in Chinese)

    LIU H, HU W L, WANG T H, et al. Resistivity characteristics test and effect evaluation of alkali solution strengthening loess[J]. Journal of Architecture and Civil Engineering, 2021, 38(2): 99-107. (in Chinese)
    [24] 刘 华, 胡文乐, 牛泽林, 等. 重塑污染Q3黄土的电阻率特征演变试验研究[J]. 公路交通科技, 2020, 37(10): 64-73. (LIU H, HU W L, NIU Z L, et al. Experimental study on evolution of resistivity characteristics of remodeled polluted Q3 loess[J]. Journal of Highway and Transportation Research and Development, 2020, 37(10): 64-73. (in Chinese) doi: 10.3969/j.issn.1002-0268.2020.10.007

    LIU H, HU W L, NIU Z L, et al. Experimental study on evolution of resistivity characteristics of remodeled polluted Q3 loess[J]. Journal of Highway and Transportation Research and Development, 2020, 37(10): 64-73. (in Chinese) doi: 10.3969/j.issn.1002-0268.2020.10.007
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出版历程
  • 收稿日期:  2025-03-01
  • 修回日期:  2025-05-11
  • 录用日期:  2025-06-26
  • 网络出版日期:  2026-06-08
  • 刊出日期:  2026-06-08

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