Study on the resistivity characteristics and mechanism of silt clay under different initial conditions

被引:0
作者
Wang, Chundong [1 ]
Bao, Fuming [1 ]
Lu, Youqian [2 ,3 ]
机构
[1] Powerchina Huadong Engn Co Ltd, Hangzhou, Peoples R China
[2] Guangxi Transportat Sci & Technol Grp Co Ltd, Nanning, Peoples R China
[3] Beijing Jiaotong Univ, Sch Civil Engn, Beijing, Peoples R China
来源
PLOS ONE | 2025年 / 20卷 / 04期
关键词
ELECTRICAL-RESISTIVITY; SIZE DISTRIBUTION; WATER-CONTENT; SOIL; PARAMETERS; CONDUCTIVITY; LEACHATE;
D O I
10.1371/journal.pone.0319072
中图分类号
O [数理科学和化学]; P [天文学、地球科学]; Q [生物科学]; N [自然科学总论];
学科分类号
07 ; 0710 ; 09 ;
摘要
By taking silt clay as the research object, two-phase electrode resistivity tests under different water content and dry density conditions were carried out to clarify the resistivity variation law and influence mechanism of silt clay. The results show that the resistivity of the soil decreases sharply in the low moisture content section then tends to stabilize with the change of moisture content, and decreases continuously with the increase of dry density. There are three phases of a medium, namely soil, water and air, in unsaturated soil, so there are mainly three conductive paths: between soil particles, between pore fluids, and between soil-water coupling. Under different moisture content and dry density conditions, there are obvious differences in the effective contact area, and the types and numbers of conductive paths, which in turn affect the resistivity of the soil. The water status and pore structure of the silt clay samples were analyzed by hydrogen nuclear magnetic resonance (1H-NMR) results to clarify the conductive mechanism of unsaturated silt clay. Finally, a volumetric moisture content and resistivity model is established to unify the effects of moisture content and dry density on resistivity, providing a theoretical reference for the construction and operation safety of silt clay engineering.
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页数:18
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共 46 条
  • [1] Abu-Hassanein ZS, Use of resistivity measurement as a quality control tool for compacted clay liners
  • [2] Electrical resistivity of compacted clays
    AbuHassanein, ZS
    Benson, CH
    Blotz, LR
    [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1996, 122 (05): : 397 - 406
  • [3] Ahmed AM, 2001, ENVIRON MANAGE, V28, P655
  • [4] [Anonymous], 1999, STANDARD TEST METHOD, DOI DOI 10.1520/D1586-11
  • [5] The electrical resistivity log as an aid in determining some reservoir characteristics
    Archie, GE
    [J]. TRANSACTIONS OF THE AMERICAN INSTITUTE OF MINING AND METALLURGICAL ENGINEERS, 1942, 146 : 54 - 61
  • [6] Asif A., 2016, J HIMAL EARTH SCI, V49, P124
  • [7] ASTM, ASTM D2487-00 Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System)S
  • [8] Bayer J.V., 2010, Open Magnetic Resonance Journal, V3, P15, DOI [DOI 10.2174/1874769801003010015, 10.2174/1874769801003020015, DOI 10.2174/1874769801003020015]
  • [9] Measurement of the size distribution of water-filled pores at different matric potentials by stray field nuclear magnetic resonance
    Bird, NRA
    Preston, AR
    Randall, EW
    Whalley, WR
    Whitmore, AP
    [J]. EUROPEAN JOURNAL OF SOIL SCIENCE, 2005, 56 (01) : 135 - 143
  • [10] Christensen N.B., 1998, European Journal of Engineering and Environmental Geophysics, V3, P75