Characteristics of strength in clayey soils by electro-grouting

被引:0
作者
Kim, SS [1 ]
Han, SJ [1 ]
Kim, BI [1 ]
Kim, KN [1 ]
Jung, SY [1 ]
机构
[1] Hanyang Univ, Dept Civil & Environm Engn, Ansan, South Korea
来源
PROCEEDINGS OF THE FIFTEENTH (2005) INTERNATIONAL OFFSHORE AND POLAR ENGINEERING CONFERENCE, VOL 2 | 2005年
关键词
clayey soils; electro-grouting; injection material; undrained strength;
D O I
暂无
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
In this study, in order to improve the mechanical properties of clayey soil, a series of the laboratory tests for electro-grouting method are conducted including bench scale tests. Electro-grouting injection tests are carried out in the bench scale tests. When aluminum hydroxide was used with the injection material in the electro-grouting test, the ratio of strength increase was the greatest in similar to batch test results. The increasing ratio of the undrained strength to blank test in all injection materials/agents was in the range of 1.2 similar to 2.6.
引用
收藏
页码:448 / 453
页数:6
相关论文
共 21 条
  • [1] AHMAD H, 2001, INT CONT REM TECHN C, P245
  • [2] Alshawabkeh A, 2002, J TRANSPORTATION RES, V1787, P53
  • [3] [Anonymous], J BOSTON SOC CIV ENG
  • [4] [Anonymous], 1993, FUNDAMENTAL SOIL BEH
  • [5] BANERJEE S, 1980, J GEOTECH ENG-ASCE, V106, P347
  • [6] Casagrande L., 1983, J BOSTON SOC CIV ENG, V69, P255
  • [7] ESRIG MI, 1968, ASCE J SOIL MECHANIC, V94, P899
  • [8] GLADEWELL JK, 1965, NZ ENG, V20, P66
  • [9] ELECTROCHEMICAL ALTERATION OF CLAY SOILS
    GRAY, DH
    SCHLOCKER, J
    [J]. CLAYS AND CLAY MINERALS, 1969, 17 (05) : 309 - +
  • [10] ELECTROCHEMICAL HARDENING OF CLAY SOILS
    GRAY, DH
    [J]. GEOTECHNIQUE, 1970, 20 (01): : 81 - &