Rock and Soil Mechanics ›› 2018, Vol. 39 ›› Issue (S2): 142-148.doi: 10.16285/j.rsm.2018.1072

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of electric conductivity and permeability of calcareous soil

ZHU Chang-qi1, CUI Xiang1, 2, HU Ming-jian1, WANG Xin-zhi1, TANG Jian-jian1, 3, 4   

  1. 1. State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan, Hubei 430071, China;2. University of Chinese Academy of Sciences, Beijing100049, China; 3. College of Civil Engineering, Guangxi University, Nanning, Guangxi 530004, China; 4. College of Ocean, Guangxi University, Nanning, Guangxi 530004, China
  • Received:2018-06-20 Online:2018-12-21 Published:2019-01-03
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (41572304) and the Strategic Priority Research Program of the Chinese Academy of Sciences (XDA13010301).

Abstract: Electrical conductivity is a direct measurable parameter reflecting the soil and water coupling properties of the island, and permeability coefficient play an inportant role on formation of underground freshwater; so it is of great significance to study the variation law of electrical conductivity under different geological conditions and to characterize the permeability of soil. Firstly, the conductivity of single size calcareous sand is measured in different dry densities, water contents and solution concentrations. Because calcareous silt contains clay, its surface electric double layer has influence on conductivity. Therefore, the conductivity of calcareous silt under the condition of orthogonal dry density and moisture content is measured separately, and the variable head permeability test is carried out. Secondly, graded soils with increasing content of calcareous silt are prepared, their conductivities are measured companied by constant head permeability test. The results show that there exist relationships between the conductivity and the dry density, water content and solution concentration. Conductivity of calcareous soil increases slowly first, then quickly, and finally trends to steady with the increasing of silt content. Permeability of mixed soil decreases slowly first, then rapidly with the increase of conductivity. The permeability coefficient of silt increases with the increase of electrical conductivity, showing a law of large in medium stage and small in initial and final stages. Finally, empirical formulas of conductivity and permeability coefficient of calcareous soil are deduced preliminarily.

Key words: calcareous sand, conductivity, permeability, coefficient clay, double electric layer

CLC Number: 

  • P631.4
[1] ZHANG Hu-yuan, ZHAO Bing-zheng, TONG Yan-mei, . Thermal conductivity and uniformity of hybrid buffer blocks [J]. Rock and Soil Mechanics, 2020, 41(S1): 1-8.
[2] WANG Ke, SHENG Jin-chang, GAO Hui-cai, TIAN Xiao-dan, ZHAN Mei-li, LUO Yu-long, . Study on seepage characteristics of rough crack under coupling of stress-seepage erosion [J]. Rock and Soil Mechanics, 2020, 41(S1): 30-40.
[3] GUI Yue, WU Cheng-kun, ZHAO Zhen-xing, LIU Sheng-jun, LIU Rui, ZHANG Qiu-min. Effects of microbial decomposition of organic matter on engineering properties of peat soil [J]. Rock and Soil Mechanics, 2020, 41(S1): 147-155.
[4] SHAO Chang-yue, PAN Peng-zhi, ZHAO De-cai, YAO Tian-bo, MIAO Shu-ting, YU Pei-yang, . Effect of pumping rate on hydraulic fracturing breakdown pressure and pressurization rate [J]. Rock and Soil Mechanics, 2020, 41(7): 2411-2421.
[5] XUE Yang, WU Yi-ping, MIAO Fa-sheng, LI Lin-wei, LIAO Kang, ZHANG Long-fei. Seepage and deformation analysis of Baishuihe landslide considering spatial variability of saturated hydraulic conductivity under reservoir water level fluctuation [J]. Rock and Soil Mechanics, 2020, 41(5): 1709-1720.
[6] FAN Ri-dong, , DU Yan-jun, , LIU Song-yu, , YANG Yu-ling, . Experimental study on chemical compatibility of sand-bentonite backfills for vertical cutoff barrier permeated with inorganic salt solutions [J]. Rock and Soil Mechanics, 2020, 41(3): 736-746.
[7] LIU Hua, HE Jiang-tao, ZHAO Qian, WANG Tie-hang, GUO Chao-yi, . Experimental study on evolution of micro-permeability characteristics of acid-contaminated undisturbed loess [J]. Rock and Soil Mechanics, 2020, 41(3): 765-772.
[8] LI Hua, LI Tong-lu, JIANG Rui-jun, FAN Jiang-wen. Measurement of unsaturated permeability curve using filter paper method [J]. Rock and Soil Mechanics, 2020, 41(3): 895-904.
[9] SHENG Jian-long, HAN Yun-fei, YE Zu-yang, CHENG Ai-ping, HUANG Shi-bing, . Relative permeability model for water-air two-phase flow in rough-walled fractures and numerical analysis [J]. Rock and Soil Mechanics, 2020, 41(3): 1048-1055.
[10] LI Kang, WANG Wei, YANG Dian-sen, CHEN Wei-zhong, QI Xian-yin , TAN Cai. Application of periodic oscillation method in low permeability measurement [J]. Rock and Soil Mechanics, 2020, 41(3): 1086-1094.
[11] LI Hong-po, CHEN Zheng, FENG Jian-xue, MENG Yu-han, MEI Guo-xiong, . Study on position optimization of horizontal drainage sand blanket of double-layer foundation [J]. Rock and Soil Mechanics, 2020, 41(2): 437-444.
[12] XU Jie, ZHOU Jian, LUO Ling-hui, YU Liang-gui, . Study on anisotropic permeability model for mixed kaolin-montmorillonite clays [J]. Rock and Soil Mechanics, 2020, 41(2): 469-476.
[13] YAN Chao-ping, LONG Zhi-lin, ZHOU Yi-chun, KUANG Du-min, CHEN Jia-min, . Investigation on the effects of confining pressure and particle size of shear characteristics of calcareous sand [J]. Rock and Soil Mechanics, 2020, 41(2): 581-591.
[14] PENG Jia-yi, ZHANG Jia-fa, SHEN Zhen-zhong, YE Jia-bing, . Effect of grain shape on pore characteristics and permeability of coarse-grained soil [J]. Rock and Soil Mechanics, 2020, 41(2): 592-600.
[15] WANG Gang, WEI Lin-yi, WEI Xing, ZHANG Jian-min. Permeability evolution of compacted clay during triaxial compression [J]. Rock and Soil Mechanics, 2020, 41(1): 32-38.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!