Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Included in the Hierarchical Directory of High-quality Technical Journals in Architecture Science Field
Volume 43 Issue 6
Dec.  2014
Turn off MathJax
Article Contents
Zeng Fangjin, Fu Hongtao, Wang Jun, Shen Jiaojian. ONE-DIMENSIONAL ELECTROOSMOTIC EXPERIMENTAL RESEARCH UNDER THE WAY OF MIXED POWER OUTPUT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 76-83. doi: 10.13204/j.gyjz201306017
Citation: Zeng Fangjin, Fu Hongtao, Wang Jun, Shen Jiaojian. ONE-DIMENSIONAL ELECTROOSMOTIC EXPERIMENTAL RESEARCH UNDER THE WAY OF MIXED POWER OUTPUT[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 76-83. doi: 10.13204/j.gyjz201306017

ONE-DIMENSIONAL ELECTROOSMOTIC EXPERIMENTAL RESEARCH UNDER THE WAY OF MIXED POWER OUTPUT

doi: 10.13204/j.gyjz201306017
  • Received Date: 2012-10-17
  • Publish Date: 2013-06-20
  • One-dimensional electroosmotic laboratory test was conducted in saturated soft clay under one dimensional electroosmotic consolidation test device, by monitoring current, voltage, potentials, the amount of drainage in the process of electroosmosis, and initial and final moisture content and shear strength, electrical permeability coefficient, electric migration coefficient, energy consumption coefficient were used to study electroosmotic drainage condition under the way of different power output.The test results showed that compared to stabilized output way of voltage, the cumulative amount of drainage was smaller and drainage rate was more slowly, change amplitude of effective potential utilization rate was slight, electric coefficient of permeability and electric migration coefficient decay were faster, and the overall decline value of the moisture content and normalized shear strength were slightly larger in the mode of the voltage and current.Compared to the mode of constant-current output, cumulative displacement was larger and drainage rate was faster, change amplitude of effective potential utilization rate was small, electric coefficient of permeability and electric migration coefficient attenuation were more slowly, and the overall decline value of the moisture content and normalized shear strength were larger in the mode of current and voltage.By contrasting to energy consumption coefficient under the different way of hybrid power output, drawing the electroosmosis condition in the mode of current and voltage was more economic and reasonable.
  • loading
  • Casagrande L.Electro-Osmosis in Soils[J].Geotechnique,1949,1(3):159-177.
    [2] Casagrande L.Electro-Osmosis and Related Phenomena[M].Harvard Soil Mechanics Series.No.66.Cambridge,?Massachusetts: MIT Press,1962.
    [3] Churchill R V.Fourier Series and Boundary Value Problems[M].New York: McGraw-Hill Book Co.Inc,1941.
    [4] Dawsom R F,McDonald R W.Some Effects of Electric Current on?the Consolidation Characteristics of a Soil[C]//Proceedings of the?International Conference on Soil Mechanics and Foundation?Engineering.1948,5:51-57.
    [5] Micic S,Shang J Q,Lo K Y,et al.Electro-Kinetic Strengthening?of a Marine Sediment Using Intermittent Current[J].Canadian?Geotechnical Journal,2001,38(22):287-302.
    [6] 王协群,邹维列.电渗排水法加固湖相软黏土的试验研究[J].武汉理工大学学报,2007,29(2):95-99.
    [7] Glendinning S,Jones C J F P,Pugh R C .Reinforced Soil Using?Cohesive Fill and Electrokinetic Geosynthetics[J].International?Journal of Geomechanics,ASCE,2005,5(2):138-146.
    [8] Glendinning S,Lamont-Black J,Jones C J F P.Treatment of?Sewage Sludge Using Elecro-Kinetic Geosynthetics[J].Journal of?Hazardous Materials,2006,139(3):491-499.
    [9] 胡俞晨,王钊,庄艳峰.电动土工合成材料加固软土地基实验研究[J].岩土工程学报,2005,27(5):582-586.
    [10] Jones C J F P.Recent Research and Applications in the Use of?Electro-Kinetic Geosynthetics [C]//Keynote Paper: The 4 th?European Geosynthetics Conference.Edinburgh,UK.2008.
    [11] Zhuang Yanfeng,Wang Zhao.Interface Electric Resistance of?Electro-Osmotic Consolidation[J].Journal of Geotechnical and?Eoenvironmental Engineering,2007(12):1617-1621.
    [12] Esrig M I.Pore Pressure,Consolidation and Electrokinetics [J].Journal of the Soil Mechanics and Foundation Division,ASCE,1968,94(SM4):899-921.
    [13] Rittirong A,Shang J Q,Hassane M.Effects of Electrode?Configuration on Electro-Kinetic Stabilization for Caisson Anchors?in Calcareous Sand [J].Journal of Geotechnical and?Geoenvironmental Engineering,2008(3):352-365.
    [14] Wan T Y,Mitchell J K.Electro-Osmotic Consolidation of Soil [J].Journal of the Geotechnical Engineering Division,1976,102:473-491.
    [15] 房营光,徐敏,朱忠伟.碱渣土的真空-电渗联合排水固结特性试验研究[J].华南理工大学学报:自然科学版,2006,34(11):70-75.
    [16] Esrig M I.Pore Pressure,Consolidation and Electro-Kinetics[J].Journal of the Soil Mechanics and Foundations Division,1968,94(4):899-922.
    [17] Gray D H.Electrochemical Hardening of Clay Soil [J].Geotechnique,1970,20(1):81-93.
    [18] 谭罗荣,孔令伟.特殊岩土工程土质学[M].北京:科学出版社,2006.
    [19] 庞宽,刘斯宏,吴澎,等.电渗法加固软土地基基本参数室内试验研究[J].水运工程,2011,451(3):148-153.
    [20] 王文.饱和土体电渗机理及基本理论研究[D].杭州:浙江大学,2004.
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Article Metrics

    Article views (81) PDF downloads(68) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return