Study on the Reasonable Design Range of Cement Soil Cutoff Wall

被引:0
|
作者
Dong E [1 ]
Dong Zheng-yan [2 ]
机构
[1] Wuhan Polytech Univ, Inst Porous Media Mech, Wuhan 430023, Hubei, Peoples R China
[2] Wuhan Polytech Univ, Dept Comp Sci, Wuhan 430023, Hubei, Peoples R China
关键词
embankment; cement-soil; cutoff wall; permeability;
D O I
暂无
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
With the development of science and technology, many new materials and new technology are applied to the dike anti-seepage project. The practical methods of foundation vertical anti-seepage technology include vertically paving plastic film technique, directional jet grouting method and cement soil cutoff wall technology. The concepts of cement soil cutoff wall and the anti-seepage project's task and principle were introduced is this paper. According to the geological conditions of the Lower Yangtze region, the application of cement soil cutoff wall technology to the embankment of the Lower Yangtze region were analyzed, and the influence of the cut-off wall's permeability to seepage control effect was studied. It is concluded that the appropriate design of cut-off wall is permeability in an order of magnitude of 10-6 cm/s and the thickness is not less than 0.2m. The research results are helpful to the construction and design of dike anti-seepage project in future.
引用
收藏
页码:886 / +
页数:3
相关论文
共 50 条
  • [1] Design of soil-cement-bentonite cutoff wall for Twin Buttes Dam
    Dinneen, EA
    Sheskier, M
    [J]. NON-SOIL WATER BARRIERS FOR EMBANKMENT DAMS, SEVENTEENTH ANNUAL USCOLD LECTURE SERIES, 1997, : 197 - 211
  • [2] Design and Construction of an Experimental Soil-Bentonite Cutoff Wall
    Evans, Jeffrey C.
    Ruffing, Daniel G.
    [J]. GEOTECHNICAL FRONTIERS 2017: TRANSPORTATION FACILITIES, STRUCTURES, AND SITE INVESTIGATION, 2017, (277): : 164 - 174
  • [3] Study on chemical compatibility of amended cement-soil vertical cutoff wall permeated with heavy metal solutions
    Liu Yi-zhao
    Lu Yang
    Liu Song-yu
    [J]. ROCK AND SOIL MECHANICS, 2023, 44 (02) : 497 - 506
  • [4] Design methods of the cement-soil retaining wall
    Chen, XL
    Liu, YH
    Zhang, SD
    [J]. GROUTING AND DEEP MIXING, VOL 1, 1996, : 475 - 480
  • [5] Breakthrough time of amended cement-soil cutoff wall permeated by heavy metal solutions
    Liu Y.
    Lu Y.
    Liu S.
    [J]. Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2023, 45 (04): : 785 - 795
  • [6] DEEP SOIL MIXING BUILDS CUTOFF WALL
    不详
    [J]. CIVIL ENGINEERING, 1990, 60 (05): : 27 - 27
  • [7] Development of rational design method for the geogrid reinforced soil wall combined with soil cement and its application
    Ito, H.
    Saito, T.
    Ueno, M.
    Izawa, J.
    Kuwano, J.
    [J]. NEW HORIZONS IN EARTH REINFORCEMENT, 2008, : 661 - 666
  • [8] Design and Evaluation of IoT-Enabled Instrumentation for a Soil-Bentonite Slurry Trench Cutoff Wall
    Marchiori, Alan
    Li, Yadong
    Evans, Jeffrey
    [J]. INFRASTRUCTURES, 2019, 4 (01)
  • [9] Hydraulic barrier performance of soil bentonite mixture cutoff wall
    Takai, A.
    Inui, T.
    Katsumi, T.
    Kamon, M.
    Araki, S.
    [J]. COUPLED PHENOMENA IN ENVIRONMENTAL GEOTECHNICS: FROM THEORETICAL AND EXPERIMENTAL RESEARCH TO PRACTICAL APPLICATIONS, 2013, : 707 - 714
  • [10] Behaviors of soil cement columns and stiffened soil cement column wall in shallow excavation
    [J]. 1600, International Association of Lowland Technology (18):