Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 41 Issue S1
Turn off MathJax
Article Contents
Abstract
References
KONG Gang-qiang, LIU Da-peng, FU Jun-yi, ZHOU Yang, WEN Lei. Transparent model tests on displacement field measurement of soft ground reinforcement by electro-osmotic chemical method[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 149-152. DOI: 10.11779/CJGE2019S1038
Citation: KONG Gang-qiang, LIU Da-peng, FU Jun-yi, ZHOU Yang, WEN Lei. Transparent model tests on displacement field measurement of soft ground reinforcement by electro-osmotic chemical method[J]. Chinese Journal of Geotechnical Engineering, 2019, 41(S1): 149-152. DOI: 10.11779/CJGE2019S1038
shu

Transparent model tests on displacement field measurement of soft ground reinforcement by electro-osmotic chemical method

  • Key Laboratory of Ministry of Education for Geomechanics and Embankment Engineering, Hohai University, Nanjing 210098, China

More Information
  • Received Date: April 28, 2019
  • Published Date: July 14, 2019
    Graphical Abstract
    • Abstract
  • Chemical electro-osmosis is one of new technologies to increase the electro-osmotic efficiency and enhance the reinforcing effects by adding chemical solution through the electrode. Based on one new transparent clay material and PIV technology, model tests on the soft ground reinforcement by chemical electro-osmosis method are carried out. The internal displacement field and drainage are measured, and the reinforcement effects influenced by voltage gradient, electro-osmotic duration, chemical solution concentration, and other factors are discussed and analyzed. Under this model test condition, the results show that the current peak value increases by about 35%, and the drainage rate increases by about 30% under every 0.2 V/cm increase of the voltage gradient. The addition of chemical reagent can reduce the effective resistance by 40%. Every 0.5 mol/L increase in the concentration of the reagent, the average increase in the peak rate of the drainage rate is 25%.
    • FullText(HTML)
    • References (10)
  • [1]
    李一雯, 周建, 龚晓南, 等. 电极布置形式对电渗效果影响的试验研究[J]. 岩土力学, 2013, 34(7): 1972-1978.
    (LI Yi-wen, ZHOU Jian, GONG Xiao-nan, et al.Experimental research on influence of electrode array on electroosmotic effect[J]. Rock and Soil Mechanics, 2013, 34(7): 1972-1978. (in Chinese))
    [2]
    陶燕丽, 周建, 龚晓南, 等. 基于杭州软土的电渗迁移过程试验研究[J]. 中南大学学报(自然科学版), 2018, 49(2): 448-453.
    (TAO Yan-li, ZHOU Jian, GONG Xiao-nan, et al.Experimental study on transport process of electro-osmosis based on Hangzhou soft soil[J]. Journal of Central South University (Science and Technology), 2018, 49(2): 448-453. (in Chinese))
    [3]
    周昌, 胡新丽, 徐楚, 等. 基于电磁驱动的滑坡模型水分迁移理论及试验研究[J]. 岩土力学, 2018, 39(9): 1001-1008.
    (ZHOU Chang, HU Xin-li, XU Chu, et al.Theory and experimental study of moisture migration of landslide model test based on electromagnetic drive[J]. Rock and Soil Mechanics, 2018, 39(9): 1001-1008. (in Chinese))
    [4]
    OU C Y, CHIEN S C, LEE T Y.Development of a suitable operation procedure for electroosmotic chemical soil improvement[J]. Journal of Geotechnical and Geoenvironmental Engineering, ASCE, 2012, 139(6): 993-1000.
    [5]
    CHIEN S C, TENG F C, OU C Y.Soil improvement of electroosmosis with the chemical treatment using the suitable operation process[J]. Acta Geotechnica, 2015, 10(6): 813-820.
    [6]
    任连伟, 肖扬, 孔纲强, 等. 化学电渗法加固软黏土地基对比室内试验研究[J]. 岩土工程学报, 2018, 40(7): 1247-1256.
    (REN Lian-wei, XIAO Yang, KONG Gang-qiang, et al.Laboratory tests on soft ground improvement by chemical electro-osmosis method[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(7): 1247-1256. (in Chinese))
    [7]
    KONG G Q, CAO Z H, ZHOU H, et al.Analysis of pile under oblique pullout load using transparent soil models[J]. Geotechnical Testing Journal, ASTM, 2015, 38(5): 725-738.
    [8]
    孔纲强, 刘璐, 刘汉龙, 等. 透明砂土变形特性三轴试验研究[J]. 岩土工程学报, 2013, 35(6): 1140-1146.
    (KONG Gang-qiang, LIU Lu, LIU Han-long, et al.Triaxial tests on deformation characteristics of transparent glass sand[J]. Chinese Journal of Geotechnical Engineering, 2013, 35(6): 1140-1146. (in Chinese))
    [9]
    孔纲强, 周杨, 刘汉龙, 等. 新型透明黏土制配及其物理力学特性研究[J]. 岩土工程学报, 2018, 40(12): 2208-2214.
    (KONG Gang-qiang, ZHOU Yang, LIU Han-long, et al.Study on new transparent clay manufacture and its physical and mechanical properties[J]. Chinese Journal of Geotechnical Engineering, 2018, 40(12): 2208-2214. (in Chinese))
    [10]
    孔纲强, 孙学瑾, 刘汉龙, 等. 孔隙液体对透明土渗透特性影响对比试验[J]. 水利学报, 2017, 48(11): 1303-1310.
    (KONG Gang-qiang, SUN Xue-jin, LIU Han-long, et al.Contrast experiments on permeability of transparent soil influenced by pore fluids[J]. Journal of Hydraulic Engineering, 2017, 48(11): 1303-1310. (in Chinese)
    • Related Articles
  • Supplements (0)

  • Cited by

    Periodical cited type(1)

    1. 牟春梅，阳瑾，李燕霞，张博. 重塑混合土在三轴摄影试验中的变形特性. 河南科技大学学报(自然科学版). 2024(06): 62-68+121-122 .

    Other cited types(1)

Catalog

    Get Citation
    PDF
    XML
    Article views (218) PDF downloads (134) Cited by(2)
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return