Frequency Dependent Resistivity of Soil, Bentonite and Soil-Bentonite Mixes: With Special Attention to Electrical Grounding Systems

被引:2
|
作者
Sabry, Riyadh Z. [1 ]
Gomes, Ashen [2 ]
Gomes, Chandima [3 ]
机构
[1] Univ Mosul, Dept Elect Engn, Mosul, Iraq
[2] Royal Inst Technol KTH, Sch Elect Engn & Comp Sci, Stockholm, Sweden
[3] Univ Witwatersrand, Sch Elect & Informat Engn, Johannesburg, South Africa
关键词
bentonite; frequency dependence; grounding system; moisture content; resistivity; sand;
D O I
10.1109/ICLPANDSIPDA54065.2021.9627440
中图分类号
TM [电工技术]; TN [电子技术、通信技术];
学科分类号
0808 ; 0809 ;
摘要
Frequency dependent resistivity of a selected type of soil, bentonite and their mixes by weight have been presented. The main objective is to provide the much-needed information for the industrial usage of bentonite-based backfilling materials in conjunction with electrical grounding systems. As expected the resistivity decreases with both the moisture content and frequency. However, for all materials, the decrement in resistivity with moisture content (by weight) at a given frequency is more prominent than that with frequency at a given moisture level. At a given frequency, the percentage drop-in resistivity of sand between 0 % (dry material) and 10% of moisture content is above 99%. At a given moisture content, the resistivity of soil shows a marked reduction from 0 Hz (steady state) to about 0.6 kHz. The resistivity remains at steady value from 0.6 kHz to about 1 kHz and then varies in a slow downward ramp. It attains rather insignificant variation after about 10 kHz and level of around 100 kHz. Bentonite and soil-bentonite mixes also show similar variation of resistivity. However, the absolute resistivity of bentonite is much less than that of soil at all frequencies and moisture contents. Mixing of bentonite, even in relatively small quantities, such as 25%, could achieve appreciable reduction in resistivity of backfilling materials in practical electrical earthing systems.
引用
收藏
页数:8
相关论文
共 50 条
  • [1] Influence of the bentonite on the consolidation behaviour of soil-bentonite mixtures
    Mishra, Anil Kumar
    Ohtsubo, Masami
    Li, Loretta Y.
    Higashi, Takahiro
    CARBONATES AND EVAPORITES, 2010, 25 (01) : 43 - 49
  • [2] Swelling behaviour of soil-bentonite mixtures
    Sivapullaiah, PV
    Sridharan, A
    Stalin, VK
    CANADIAN GEOTECHNICAL JOURNAL, 1996, 33 (05) : 808 - 814
  • [3] HYDRAULIC CONDUCTIVITY OF SOIL-BENTONITE BLANKETS
    CHAPUIS, RP
    BEAUDRY, D
    PROCEEDINGS OF THE TWELFTH INTERNATIONAL CONFERENCE ON SOIL MECHANICS AND FOUNDATION ENGINEERING, VOL 3, 1989, : 1861 - 1864
  • [4] SOIL-BENTONITE SLURRY TRENCH CUTOFFS
    D'Appolonia, David J.
    American Society of Civil Engineers, Journal of the Geotechnical Engineering Division, 1980, 106 (04): : 399 - 417
  • [5] SOIL-BENTONITE SLURRY TRENCH CUTOFFS
    DAPPOLONIA, DJ
    JOURNAL OF THE GEOTECHNICAL ENGINEERING DIVISION-ASCE, 1980, 106 (04): : 399 - 417
  • [6] Chemical Compatibility of Model Soil-Bentonite Backfill Containing Multiswellable Bentonite
    Malusis, Michael A.
    McKeehan, Matthew D.
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2013, 139 (02) : 189 - 198
  • [7] Evaluation of Water Vapor Sorption and Electrical Conductivity Methods to Determine Bentonite Content of a Soil-Bentonite Barrier
    Akin, Idil Deniz
    Chen, Jiannan
    Benson, Craig H.
    Likos, William J.
    IFCEE 2018: DEVELOPMENTS IN EARTH RETENTION, SUPPORT SYSTEMS, AND TUNNELING, 2018, (297): : 238 - 246
  • [8] Hydraulic Conductivity of Soil-Bentonite Slurry Walls
    Evans, J. C.
    Huang, H.
    GEO-CHICAGO 2016: SUSTAINABLE GEOENVIRONMENTAL SYSTEMS, 2016, (271): : 548 - 557
  • [9] STABILIZATION POND SEALING WITH SOIL-BENTONITE MIXTURE
    CHEVALIER, C
    SCIENCES ET TECHNIQUES DE L EAU, 1983, 16 (04): : 381 - 382
  • [10] Membrane behavior of model soil-bentonite backfills
    Yeo, SS
    Shackelford, CD
    Evans, JC
    JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2005, 131 (04) : 418 - 429