Influencing factors on electrical conductivity of compacted kaolin clay

被引:5
|
作者
Lee, J. K. [1 ]
Shang, J. Q. [1 ]
机构
[1] Univ Western Ontario, Dept Civil & Environm Engn, London, ON N6A 5B9, Canada
基金
加拿大自然科学与工程研究理事会;
关键词
compaction; electrical conductivity; formation factor; kaolin clay; salinity; TIME-DOMAIN REFLECTOMETRY; UNCONSOLIDATED POROUS-MEDIA; MARINE SANDS; RESISTIVITY MEASUREMENTS; VERTICAL DRAINS; INSITU POROSITY; SOIL; TRANSPORT; SEDIMENTS; SYSTEMS;
D O I
10.12989/gae.2011.3.2.131
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The electrical conductivity of a soil-water system is related to its engineering properties. By measuring the soil electrical conductivity, one may obtain quantitative, semi-quantitative, or qualitative information to estimate the in-situ soil behavior for site characterization. This paper presents the results of electrical conductivity measured on compacted kaolin clay samples using a circular two-electrode cell in conjunction with a specially designed compaction apparatus, which has the advantage of reducing errors due to sample handling and increasing measurement accuracy. The experimental results are analyzed to observe the effects of various parameters on soil electrical conductivity, i.e. porosity, unit weight, water content and pore water salinity. The performance of existing analytical models for predicting the electrical conductivity of saturated and unsaturated soils is evaluated by calculating empirical constants in these models. It is found that the Rhoades model gives the best fit for the kaolin clay investigated. Two general relationships between the formation factor and soil porosity are established based on the experimental data reported in the literature and measured from this study for saturated soils, which may provide insight for understanding electrical conduction characteristics of soils over a wide range of porosity.
引用
收藏
页码:131 / 151
页数:21
相关论文
共 50 条
  • [21] ESTIMATING HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY LINERS
    BENSON, CH
    ZHAI, HM
    WANG, XD
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1994, 120 (02): : 366 - 387
  • [22] EFFECTS OF FREEZING ON HYDRAULIC CONDUCTIVITY OF COMPACTED CLAY
    KIM, WH
    DANIEL, DE
    JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1992, 118 (07): : 1083 - 1097
  • [23] Unsaturated hydraulic conductivity of compacted sand-kaolin mixtures
    Chiu, TF
    Shackelford, CD
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 1998, 124 (02) : 160 - 170
  • [24] Temperature effects on solute diffusion and adsorption in differently compacted kaolin clay
    Mon, Ei Ei
    Hamamoto, Shoichiro
    Kawamoto, Ken
    Komatsu, Toshiko
    Moldrup, Per
    ENVIRONMENTAL EARTH SCIENCES, 2016, 75 (07)
  • [25] Temperature effects on solute diffusion and adsorption in differently compacted kaolin clay
    Ei Ei Mon
    Shoichiro Hamamoto
    Ken Kawamoto
    Toshiko Komatsu
    Per Moldrup
    Environmental Earth Sciences, 2016, 75
  • [26] Effect of temperature on volume change behaviour of statically compacted kaolin clay
    Ileme, Ogechi
    Medero, Gabriela
    Woodward, Peter
    3RD EUROPEAN CONFERENCE ON UNSATURATED SOILS - E-UNSAT 2016, 2016, 9
  • [27] Study of the electrical resistivity of compacted kaolin based on water potential
    Cardoso, Rafaela
    Dias, Ana Sofia
    ENGINEERING GEOLOGY, 2017, 226 : 1 - 11
  • [29] Factors influencing spatial variability of soil apparent electrical conductivity
    Clay, DE
    Chang, J
    Malo, DD
    Carlson, CG
    Reese, C
    Clay, SA
    Ellsbury, M
    Berg, B
    COMMUNICATIONS IN SOIL SCIENCE AND PLANT ANALYSIS, 2001, 32 (19-20) : 2993 - 3008
  • [30] CONDUCTIVITY OF COMPACTED CLAY SOILS TO WATER AND ORGANIC LIQUIDS
    ANDERSON, DC
    BROWN, KW
    THOMAS, JC
    WASTE MANAGEMENT & RESEARCH, 1985, 3 (04) : 339 - 349