• 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

可液化地基电解减饱法处理的电学特性分析

何森凯, 陈育民, 方志

何森凯, 陈育民, 方志. 可液化地基电解减饱法处理的电学特性分析[J]. 岩土工程学报, 2016, 38(8): 1434-1441. DOI: 10.11779/CJGE201608010
引用本文: 何森凯, 陈育民, 方志. 可液化地基电解减饱法处理的电学特性分析[J]. 岩土工程学报, 2016, 38(8): 1434-1441. DOI: 10.11779/CJGE201608010
HE Sen-kai, CHEN Yu-min, FANG Zhi. Electrical characteristics of electrolytic desaturation method for liquefiable foundation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1434-1441. DOI: 10.11779/CJGE201608010
Citation: HE Sen-kai, CHEN Yu-min, FANG Zhi. Electrical characteristics of electrolytic desaturation method for liquefiable foundation[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(8): 1434-1441. DOI: 10.11779/CJGE201608010

可液化地基电解减饱法处理的电学特性分析  English Version

基金项目: 国家自然科学基金面上项目(51379067); 重点国际合作研
详细信息
    作者简介:

    何森凯(1990- ),男,主要从事土动力学与土工抗震方面的研究。E-mail: 616478470@qq.com。

Electrical characteristics of electrolytic desaturation method for liquefiable foundation

  • 摘要: 电解减饱和法是近年来提出的一种处理可液化地基的新方法,通过电解饱和砂土地基中的孔隙水生成气体,达到减小砂土地基饱和度并提高抗液化强度的目的。采用可导电的塑料排水板(EKG)为电极,开展饱和砂土地基在恒定电流下的电解减饱和模型试验,并分析了砂土地基在电解过程中的电学特性。试验结果表明,电解初期饱和度的下降速率与电流强度呈正比;然后饱和度的下降速率变缓;最后饱和度减小到89.5%不再变化,且最终饱和度的大小与电流强度无关。此外,地基的等效电阻随着砂土饱和度的减小而增大,并且对比了孔隙水压力系数B、含气水体积模量Kwa、压缩波速vp和地基等效电阻等4种评价指标在分析饱和砂土减饱和试验中的适用性,结果表明等效电阻在电解减饱和法中最易测得,且对砂土饱和度的敏感范围更大以及适用于各类试验,因此可将地基等效电阻作为评价砂土减饱和状态的有效指标。
    Abstract: The electrolytic desaturation method is an innovative method for mitigation of soil liquefaction in recent years. In this method, the air bubbles produced by electrolysis in the pore water of the saturated sandy foundation can reduce the saturation degree of the soil, and improve liquefaction resistance. In this study, the desaturation model tests on sand foundation under constant current intensity are carried out by using the conductive plastic drainage plates as the electrodes. Besides, the electrical properties of the sand foundation in the process of electrolysis are analyzed. The results show that at the initial stage of electrolytic desaturation process, the decreasing rate of saturation increases linearly with the currency intensity, then the saturation continues to decrease in a gradual decrease rate, and finally the saturation reduces to 89.5%, which is independent of the current intensity. In addition, the equivalent electrical resistance of the foundation increases with the decrease of the saturation of sand. Meanwhile, four kinds of indices including the pore water pressure coefficient B, the gas bearing water bulk modulus Kwa, the compression wave velocity vp and equivalent electric resistance of foundation are also evaluated here for analyzing the state of desaturation of sand foundation. The results show that the equivalent electric resistance is most easily measured, and has the largest sensitive range of sand saturation. Therefore, the equivalent electric resistance of foundation can be adopted as an effective index to evaluate the state of desaturation of sand foundation.
  • [1] 陈育民, 何森凯, 吴海清, 等. 电解减饱和法处理可液化地基的振动台试验研究[J]. 岩土工程学报, 2016, 38(4): 726-733. (CHEN Yu-min, HE Sen-kai, WU Hai-qing, et al. Modeling test on liquefaction resistance of desaturation measure of electrolysis[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(4): 726-733. (in Chinese))
    [2] YOSHIMI Y, TANAKA K, TOKIMATSU K. Liquefaction resistance of a partially saturated sand[J]. Soils & Foundations, 1989, 29(3): 157-162.
    [3] PANDE G N, PIETRUSZCZAK S. Assessment of risk of liquefaction in granular materials and it’s mitigation[C]// Proc 12th IACMAG. Goa, 2008: 1-6.
    [4] OKAMURA M, NOGUCHI K. Liquefaction resistances of unsaturated non-plastic silt[J]. Soils and Foundations, 2009, 49(2): 221-229.
    [5] ESELLER-BAYAT E, YEGIAN M K, ALSHAWABKEH A, et al. Liquefaction response of partially saturated sands. i?: experimental results[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(6): 863-871.
    [6] YANG J, SAVIDIS S, ROEMER M. Evaluating liquefaction strength of partially saturated sand[J]. Journal of geotechnical and Geoenvironmental Engineering, 2004, 130(9): 975-979.
    [7] OKAMURA M, TERAOKA T. Shaking table tests to investigate soil desaturation as a liquefaction countermeasure[J]. Seismic Performance and Simulation of Pile Foundations, 2006, 132(2): 282-293.
    [8] YEGIAN M K, ESELLER-BAYAT E, ALSHAWABKEH A, et al. Induced-partial saturation for liquefaction mitigation: experimental investigation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2007, 133(4): 372-380.
    [9] HE J, IVANOV V, CHU J. Mitigation of liquefaction of saturated sand using biogas[J]. Géotechnique, 2013, 63(4): 267-275.
    [10] OKAMURA M, ISHIHARA M, TAMURA K. Degree of saturation and liquefaction resistances of sand improved with sand compaction pile[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2006, 132(2): 258-264.
    [11] OKAMURA M, TAKEBAYASHI M, NISHIDA K, et al. In-situ desaturation test by air injection and its evaluation through field monitoring and multiphase flow simulation[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2011, 137: 643-652.
    [12] ESELLER-BAYAT E, YEGIAN M K, ALSHAWABKEH A, et al. Liquefaction response of partially saturated sands . ii?: empirical model[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2013, 139(6): 872-879.
    [13] HE J, CHU J, IVANOV V. Remediation of liquefaction potential of sand using the biogas method[J]. Geo-Congress, 2015: 879-887.
    [14] HE J, CHU J. Undrained responses of microbially desaturated sand under monotonic loading[J]. Journal of Geotechnical and Geoenvironmental Engineering, 2014(12): 1-8.
    [15] Sherif. Saturation effects on initial soil liquefaction[J]. Journal of the Geotechnical Engineering Division, 1977, 102: 914-917.
    [16] TAMURA S, TOKIMATSU K, ABE A, et al. Effects of air bubbles on B-value and P-wave velocity of a partly saturated sand[J]. Japanese Geotechnical Society, 2002, 42(1): 121-129.
    [17] OKAMURA M, YASUMASA S. Effects of pore fluid compressibility on liquefaction resistance of partially saturated sand[J]. Soils & Foundations, 2006, 46(10): 695-700.
    [18] GAO Q, LIU Z, YU X B. Computer simulations on the effects of desaturation on soil liquefaction resistance[C]// International Conference on Geotechnical and Earthquake Engineering. Chengdu, 2013: 786-795.
    [19] HATANAKA M, MASUDA T. Experiment study on the relationship between degree of saturation and P-wave[J]. Geotechnical Engineering for Disaster Mitigation and Rehabilitation, 2008: 346-351.
    [20] DELLA N. Laboratory testing of the monotonic behavior of partially saturated granular[J]. Earth Sciences Research Journal, 2010, 14(2): 1-8.
    [21] TOKIMATSU K, UCHIDA A. Correlation between liquefaction resistance and shear wave velocity[J]. Soils and Foundations, 1990, 30(2): 33-42.
    [22] VAID Y P, THOMAS J. Liquefaction and postliquefaction behavior of sand[J]. Journal of Geotechnical Engineering, 1995, 121(2): 163-173.
    [23] 查甫生, 刘松玉. 土的电阻率理论及其应用探讨[J]. 工程勘察, 2006(5): 10-15,44. (ZHA Fu-sheng, LIU Song-yu. Study and application of the theory of soil resistivity[J]. Journal of Geotechnical Investigation & Surveying, 2006(5): 10-15, 44. (in Chinese))
    [24] 郭秀军, 刘 涛, 贾永刚, 等. 土的工程力学性质与其电阻率关系实验研究[J]. 地球物理学进展, 2003(1): 151-155. (GUO Xiu-jun, LIU Tao, JIA Yong-gang, et al. The study of the relationship between engineering mechanical properties and resistivity of soils[J]. Progress in Geophysics, 2003(1): 151-155. (in Chinese))
    [25] 刘国华, 王振宇, 黄建平. 土的电阻率特性及其工程应用研究[J]. 岩土工程学报, 2004(1): 83-87. (LIU Guo-hua, WANG Zhen-yu, HUANG Jian-ping. Research on electrical resistivity feature of soil and its application[J]. Chinese Journal of Geotechnical Engineering, 2004(1): 83-87. (in Chinese))
    [26] 刘松玉, 查甫生, 于小军. 土的电阻率室内测试技术研究[J]. 工程地质学报, 2006(2): 216-222. (LIU Song-yu, ZHA Fus-heng, YU Xiao-jun. Laboratory measurement techniques of the electrical resistivity of soils[J]. Journal of Engineering Geology, 2006(2): 216-222. (in Chinese))
计量
  • 文章访问数:  414
  • HTML全文浏览量:  3
  • PDF下载量:  344
  • 被引次数: 0
出版历程
  • 收稿日期:  2015-08-06
  • 发布日期:  2016-08-24

目录

    /

    返回文章
    返回