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沈扬, 邱晨辰, 宋顺翔, 芮笑曦, 施文. 管状EKG电化学注浆软基加固室内试验研究[J]. 岩土工程学报, 2017, 39(z2): 57-61. DOI: 10.11779/CJGE2017S2015
引用本文: 沈扬, 邱晨辰, 宋顺翔, 芮笑曦, 施文. 管状EKG电化学注浆软基加固室内试验研究[J]. 岩土工程学报, 2017, 39(z2): 57-61. DOI: 10.11779/CJGE2017S2015
SHEN Yang, QIU Chen-chen, SONG Shun-xiang, RUI Xiao-xi, SHI Wen. Experimental study on electro-osmosis chemical grouting reinforcement of marine soft clay using tubular EKG[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 57-61. DOI: 10.11779/CJGE2017S2015
Citation: SHEN Yang, QIU Chen-chen, SONG Shun-xiang, RUI Xiao-xi, SHI Wen. Experimental study on electro-osmosis chemical grouting reinforcement of marine soft clay using tubular EKG[J]. Chinese Journal of Geotechnical Engineering, 2017, 39(z2): 57-61. DOI: 10.11779/CJGE2017S2015

管状EKG电化学注浆软基加固室内试验研究

Experimental study on electro-osmosis chemical grouting reinforcement of marine soft clay using tubular EKG

  • 摘要: 为了改善电化学注浆法存在的问题,寻求适宜的注浆浓度和方式,利用自主研发的装置前期对管状EKG电化学注浆法进行探索,对比不同注浆浓度电化学注浆效果,以此为基础重点分析强度和电流两个因素,探究电化学注浆对真空预压进行二次加固的可行性,结果表明:①EKG管可将真空预压和电化学注浆有机结合,有效缓解金属电极腐蚀问题;②电化学注浆效果显著,必然存在浓度最优值使得注浆效果最好,电势作为能反映外加电解质溶液后土体内部变化的重要指标应该被重点研究;③真空-电化学注浆法二次加固土样强度提升明显,注浆浓度选择应根据土样含水率具体确定,研究尚需完善,但能够为真空预压的二次处理方式提供新的研究方向。

     

    Abstract: In order to improve the problems of the electro-osmosis chemical grouting method, the tests need to be carried out for proper grouting concentration and methods. The electro-osmosis chemical grouting with different grouting concentrations is studied using the tubular EKG in the early period. Furthermore, the density and electricity are studied to verify the feasibility of the second treatment using the vacuum preloading combined with electro-osmosis chemical grouting. It is shown that: (1) The vacuum preloading combined with electro-osmosis can provide a new idea for grouting using the tubular EKG, and the metal corrosion can be avoided effectively. (2) The grouting results are effective. There exists an optimum concentration to make the grouting quality best. Especially, the potential should be studied to express the internal changes of soil after grouting treatment; (3) The strength can be dramatically improved after the treatment using the vacuum preloading combined with electro-osmosis chemical grouting. The grouting concentration should be chosen according to the moisture content. The further studies on the electro-osmosis chemical grouting need to be carried out and a new idea for the second treatment of vacuum preloading is proposed.

     

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