›› 2010, Vol. 31 ›› Issue (1): 51-55.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Electrical resistivity measurement for lime-stabilized silt soil

SUN Shu-lin1,2,LI Fang3,CHEN Jun4   

  1. 1. State Key Laboratory of Hydrology-water Resources and Hydraulic Engineering, Hohai University, Nanjing 210098, China; 2. Institute of Geodetection and Information Technology, Hohai University, Nanjing 210098, China; 3. Jiangsu Nanjng Engineering Vocational College, Nanjing 211113, China; 4. Hebei Research Institute of Investigation & Design of Water Conservancy & Hydropower, Tianjin 300250, China
  • Received:2008-01-27 Online:2010-01-10 Published:2010-02-02

Abstract:

The electrical resistivity of various lime-soil samples are studied indoor with four electrode resistivity measurement, the effects of different factors such as lime-soil ratio, water content, water saturation, soil structure and particle size on lime-soil samples were revealed. Under different water contents (about 15 %, 20 %, 25 % and 30 %), soil were mixed with lime at different lime-soil ratios (about pure soil, 1:10, 1:15 and 1:30). With light compaction test, the traverse and vertical resistivity of mixed soil samples were measured and the relationships between resistivity and physical properties of mixed soil samples with different lime-soil ratios are studied too. The electrical resistivity of mixed soil samples drops greatly with 15 %-20 % water contents, increases with about 20 % water content; and the resistivity reduces as the water content increased continuously. The electrical resistivity of lime-mixed soil sample larger than electrical resistivity of pure soil with 15 % water content, but the resistivity of lime-mixed soil samples is smaller than pure soil samples with 30 % water content. The resistivity is more lower as the lime mixing amount is larger. The electrical resistivity at transverse section is larger than at vertical section. The electrical resistivity increases from 0 to 50 ?•m as the unconfined compression strength increases. When the electrical resistivity larger than 50 ?•m, the resistivity decreases as unconfined compression strength increases. The relationship between water saturation and dry density is negative exponent; the relationship between porosity and void ratio is exponent reverse to the dry density. The resistivity is sensitive to the water content.

Key words: electrical resistivity, electrode distance, compacted soil, sensitivity analysis

CLC Number: 

  • TU 443
[1] YAN Ya-jing, YAN Yong-shuai, ZHAO Gui-zhang, ZHANG Tai-li, SUN Qiang, . Study on moisture migration in natural slope using high-density electrical resistivity tomography method [J]. Rock and Soil Mechanics, 2019, 40(7): 2807-2814.
[2] ZHA Fu-sheng, LIU Jing-jing, XU Long, DENG Yong-feng, YANG Cheng-bin, CHU Cheng-fu, . Electrical resistivity of heavy metal contaminated soils solidified/stabilized with cement-fly ash [J]. Rock and Soil Mechanics, 2019, 40(12): 4573-4580.
[3] WANG Zhi-rong, HE Ping, GUO Zhi-wei, WANG Yong-chun. Calculation of initiation pressure of vertical well for coalbed methane considering crack characteristic index [J]. , 2018, 39(S1): 369-377.
[4] GUO Chong-yang, LI Dian-qing, CAO Zi-jun, GAO Guo-hui, TANG Xiao-song. Efficient reliability sensitivity analysis for slope stability in spatially variable soils [J]. , 2018, 39(6): 2203-2210.
[5] CHEN Wei-zhong, MA Yong-shang, YU Hong-dan, GONG Zhe, LI Xiang-ling,. Parameter sensitivity analysis for thermo-hydro-mechanical coupling model of clay tunnel for radioactive waste disposal [J]. , 2018, 39(2): 407-416.
[6] ZHOU Bao-chun, KONG Ling-wei, MA Quan-guo, LUO Zheng-tao, ZHANG Yan-jun,. Effects of moisture and density states on unsaturated shear strength of compacted expansive soil [J]. , 2017, 38(S1): 240-246.
[7] ZHANG Yong-jie, XIA Yi-qi, FENG Xia-ting, WANG Gui-yao,. A simplified method and affecting factors for double pile-column foundation in abrupt slope [J]. , 2017, 38(6): 1705-1715.
[8] XIE Wei, ZHANG Ding-wen, YANG Sheng,. Impact of moisture content on variation of small-strain shear modulus of compacted subgrade soil [J]. , 2017, 38(5): 1273-1280.
[9] CHU Ya, ZHA Fu-sheng, LIU Song-yu , CAI Guo-jun , KOU Bo,. Evaluation of expansibility of expansive soil using resistivity method [J]. , 2017, 38(1): 157-164.
[10] ZOU Fei,LONG Wan-xue,LI Liang,. Theoretical analysis and numerical simulation of rock damage and failure under wedge cutting [J]. , 2016, 37(7): 2101-2108.
[11] CHEN Wen-wu, BI Jun, MA Ya-wei, LIU Wei, JIANG Yao, . Fitted and predicted equations of MK model for soil-water characteristic curve and their parametric analysis [J]. , 2016, 37(11): 3208-3214.
[12] LEI Yong, LIU Ze. A calculation method for Rock-socketed depth of highway bridge pile based on Hoek-Brown strength criterion [J]. , 2015, 36(2): 457-462.
[13] CHU Ya , LIU Song-yu , CAI Guo-jun , BIAN Han-liang , . An experimental study of physical and electrical characteristics of zinc contaminated silty clay [J]. , 2015, 36(10): 2862-2868.
[14] ZHANG Shao-hua, LI Yi, KOU Xiao-hui, DONG Xiao-qiang. Study of electrical resistivity and strength characteristics of zinc contaminated soil solidified by cement [J]. , 2015, 36(10): 2899-2906.
[15] SONG Wei-dong ,CAO Shuai ,FU Jian-xin ,JIANG Guo-jian ,WU Feng,. Sensitivity analysis of impact factors of pillar stability and its application [J]. , 2014, 35(S1): 271-277.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] WANG Guan-shi, LI Chang-hong, CHEN Bao-jun, LI Sh-ihai. Propagation law of stress wave in nonlinear structural surface medium[J]. , 2009, 30(12): 3747 -3752 .
[2] YAN Tie, LI Wei, BI Xue-liang. Research on effective stress model in porous media based on fractal method[J]. , 2010, 31(8): 2625 -2629 .
[3] MA Qiang, ZHENG Jun-jie, ZHANG Jun, ZHAO Dong-an. Mechanism analysis and numerical simulation on load reduction for culvert beneath high filling[J]. , 2010, 31(S1): 424 -429 .
[4] WU Zhi-jian, CHE Ai-lan, MA Wei, FENG Shao-kong, SHI Hang. Application study of transient surface wave survey on embankment in permafrost regions[J]. , 2010, 31(S2): 335 -341 .
[5] WANG Guo-bo,MA Xian-feng,YANG Lin-de. Three-dimensional seismic response analysis of metro station structures and tunnels in soft soil[J]. , 2009, 30(8): 2523 -2528 .
[6] XU Wei-sheng, CHAI Jun-rui, CHEN Xing-zhou, SUN Xu-shu. Study of nonlinear noncubic seepage in netwok rock and its application[J]. , 2009, 30(S1): 53 -57 .
[7] LONG Wan-xue, CHEN Kai-sheng, XIAO Tao, PENG Xiao-ping. Research of general triaxial test for unsaturated red clay[J]. , 2009, 30(S2): 28 -33 .
[8] DU Yan-jun, FAN Ri-dong. Compressibility and permeability behavior of two types of amended soil-bentonite vertical cutoff wall backfills[J]. , 2011, 32(S1): 49 -54 .
[9] ZHOU Yang, ZHOU Guo-qing. Semi-analytical solution for temperature field of one-dimensional soil freezing problem[J]. , 2011, 32(S1): 309 -0313 .
[10] WANG Tong-rui , ZHANG De-xuan , WANG Xu-dong , GUO Qing-lin. Experimental study of infrared imaging technology detecting earthen ruins soil reinforced by potassium silicate(PS)[J]. , 2011, 32(S1): 630 -0635 .