›› 2005, Vol. 26 ›› Issue (4): 629-632.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Electric charge accumulation theory for electro-osmotic consolidation

ZHUANG Yan-feng1, WANG Zhao1, 2   

  1. 1.School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China; 2.Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
  • Received:2003-12-15 Online:2005-04-09 Published:2013-12-19

Abstract: Based on the phenomena of electric charge accumulation observed in the model experiments, an electro-osmosis theory named electric charge accumulation theory is brought out in this paper. By substituting the principle of current continuity with charge conservation, the differential equation of charge accumulation model is built. The analytic solution of the differential equation shows that: the spatial distribution of electric potential follows a superposition of linear and trigonometric function, and finally levels off to a linear distribution, which is hypothesized by Esrig; the decreasing of potential gradient follows a certain style of exponential function, and levels off to a constant; the decreasing styles of electric current and soil conductivity are approximatively accordant with those in energy level gradient theory. Finally, the electric charge accumulation theory is validated by some tested data.

Key words: electric charge accumulation, electro-osmosis, consolidation, drainage

CLC Number: 

  • TU 411.99
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
[1] LIU Zhong-yu, CUI Peng-lu, ZHENG Zhan-lei, XIA Yang-yang, ZHANG Jia-chao. Analysis of one-dimensional rheological consolidation with flow described by non-Newtonian index and fractional-order Merchant’s model [J]. Rock and Soil Mechanics, 2019, 40(6): 2029-2038.
[2] YANG De-huan, YAN Rong-tao, WEI Chang-fu, PAN Xue-ying, ZHANG Qin, . A method for determining average intergranular stresses in saturated clays [J]. Rock and Soil Mechanics, 2019, 40(6): 2075-2084.
[3] GONG Wen-hui, ZHAO Xu-dong, QIU Jin-wei, LI Yi, YANG Han. Nonlinear analysis of one-dimensional consolidation of saturated clay including dead-weight effects and large strain [J]. Rock and Soil Mechanics, 2019, 40(6): 2099-2107.
[4] JIA Rui, LEI Hua-yang, . Experimental study of anisotropic consolidation behavior of Ariake clay [J]. Rock and Soil Mechanics, 2019, 40(6): 2231-2238.
[5] LUO Qing-zi, CHEN Xiao-ping, YUAN Bing-xiang, FENG De-luan, . Deformation behavior and consolidation model of soft soil under flexible lateral constraint [J]. Rock and Soil Mechanics, 2019, 40(6): 2264-2274.
[6] WANG Peng-fei, TAN Wen-hui, MA Xue-wen, LI Zi-jian, LIU Jing-jun, WU Yang-fan, . Relationship between strength parameter and water content of fault gouge with different degrees of consolidation [J]. Rock and Soil Mechanics, 2019, 40(5): 1657-1662.
[7] PU He-fu, SONG Ding-bao, ZHENG Jun-jie, ZHOU Yang, YAN Jing, LI Zhan-yi. Non-linear self-weight consolidation model of saturated soft soil under large-strain condition [J]. Rock and Soil Mechanics, 2019, 40(5): 1683-1692.
[8] TONG Li-hong, WANG Jue, GUO Sheng-gen, ZHU Huai-long, XU Chang-jie, . One-dimensional consolidation characteristics of viscoelastic foundation with continuous drainage boundary under time- dependent loading [J]. Rock and Soil Mechanics, 2019, 40(5): 1862-1868.
[9] TANG Xiao-wu, YANG Xiao-qiu, YU Yue. Analytical solutions to drained consolidation of porous pipe pile [J]. Rock and Soil Mechanics, 2019, 40(4): 1248-1254.
[10] LI Xin-ming, KONG Ling-wei, GUO Ai-guo, . Stress-strain behavior of expansive soil under K0 condition with different unloading rates [J]. Rock and Soil Mechanics, 2019, 40(4): 1299-1306.
[11] JIN Dan-dan, WANG Su, LI Chuan-xun. Analysis of consolidation of natural heterogeneous soils with a threshold hydraulic gradient [J]. Rock and Soil Mechanics, 2019, 40(4): 1433-1440.
[12] ZHENG Li-ming, ZHANG Yang-yang, LI Zi-feng, MA Ping-hua, YANG Xin-jun, . Analysis of seepage changes during poroelastic consolidation process with porosity and pressure variation under low-frequency vibration [J]. Rock and Soil Mechanics, 2019, 40(3): 1158-1168.
[13] YANG Ai-wu, PAN Ya-xuan, CAO Yu, SHANG Ying-jie, WU Ke-long, . Laboratory experiment and numerical simulation of soft dredger fill with low vacuum pre-compression [J]. Rock and Soil Mechanics, 2019, 40(2): 539-548.
[14] ZHENG Dong, HUANG Jin-song, LI Dian-qing, . An approach for predicting embankment settlement by integrating multi-source information [J]. Rock and Soil Mechanics, 2019, 40(2): 709-719.
[15] YAO Zhi-hua, CHEN Zheng-han, FANG Xiang-wei, HUANG Xue-feng, . Elastoplastic damage seepage-consolidation coupled model of unsaturated intact loess and its application [J]. Rock and Soil Mechanics, 2019, 40(1): 216-226.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
[1] ZHANG Guang-ming, LIU He, ZHANG Jin, WU Heng-an, WANG Xiu-xi. Mathematical model and nonlinear finite element equation for reservoir fluid-solid coupling[J]. , 2010, 31(5): 1657 -1662 .
[2] XU Ming, CHEN Jin-feng, SONG Er-xiang. Large scale triaxial testing of Douposi moderately-to-slightly weathered fill materials[J]. , 2010, 31(8): 2496 -2500 .
[3] XU Fei,XU Wei-ya,WEN Sen,LIU Zao-bao,ZHAO Yan-xi. Projection pursuit based on particle swarm optimization for evaluation of surrounding rock stability[J]. , 2010, 31(11): 3651 -3655 .
[4] ZHAO Jia-xi, QI Hui, YANG Zai-lin. Scattering of SH-waves by a shallow buried cylindrical inclusion with a partially debonded curve in half space[J]. , 2009, 30(5): 1297 -1302 .
[5] HE Jun,HE Shi-xiu,HU Qi-zhi. Analysis of organic contaminant transfer through intact composite liner[J]. , 2009, 30(6): 1653 -1657 .
[6] WEI Ning,LI Xiao-chun,WANG Yan,GU Zhi-meng. Resources quantity and utilization prospect of methane in municipal solid waste landfills[J]. , 2009, 30(6): 1687 -1692 .
[7] WU Li-zhou,XU Qiang,HUANG Run-qiu. Analysis of freezing-thawing test process of unsaturated clay[J]. , 2011, 32(4): 1025 -1028 .
[8] WANG Lin , YANG Hai-peng , NIE Qing-ke. Numerical simulation for building settlements and its distribution characteristics using engineering analogy[J]. , 2009, 30(S2): 485 -488 .
[9] DAI Guo-liang, ZHOU Xiang-qin, LIU Yun-zhong, LIU Li-ji, GONG Wei-ming. Model test research on horizontal bearing capacity of closed diaphragm wall[J]. , 2011, 32(S2): 185 -189 .
[10] JIN Xu-hao , LU Wen-bo , TIAN Yong , YAN Peng , CHEN Ming. Analysis of mechanisms of S wave generated in rock blasting process[J]. , 2011, 32(S2): 228 -232 .