Experimental study of capillary rise of unsaturated clayey sand

被引:0
|
作者
Miao Qiang-qiang [1 ]
Chen Zheng-han [1 ]
Tian Qing-yan [2 ]
Qian Ni-gui [2 ]
Yao Zhi-hua [1 ]
机构
[1] Logist Engn Univ, Dept Architecture & Civil Engn, Chongqing 401331, Peoples R China
[2] Guangdong Hualu Ltd Co Traff Sci & Technol, Guangzhou 510400, Guangdong, Peoples R China
关键词
unsaturated soils; water content; coefficient of permeability; capillary rise;
D O I
暂无
中图分类号
P5 [地质学];
学科分类号
0709 ; 081803 ;
摘要
A set of test system for studying capillary rise has been developed by using MP406 moisture probe, WM-1 suction probe and DT80 logger, etc. The system has been used to carry out 3 poles of different initial water contents capillary rise tests on unsaturated clayey sand with controlled 1.7 g/cm(3) dry density. The relationships between different cross-sections water contents and suctions and time are obtained. The results indicate that the initial water content has a great effect on capillary rise hight and rising velocity. This system could measure wetting front advancing velocity at different time and study changing water content and suction of different cross-sections. This system could fix quantity study capillary rising maximum hight and unsaturated hydraulic conductivity to resolve the difficulties that using general methods couldn't measure. It can measure unsaturated hydraulic conductivity according to wetting front advancing velocity, water content changing & suction changing of samples. Coefficient of permeability will be get from soil water characteristic curve. At the same time, the laws of wetting front movement are given under different initial water contents.
引用
收藏
页码:327 / 333
页数:7
相关论文
共 9 条
  • [1] Blum A, 2004, VADOSE ZONE J, V3, P288, DOI 10.2113/3.1.288
  • [2] [陈正汉 CHEN Zhenghan], 2006, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V28, P147
  • [3] [董斌 DONG Bin], 2008, [岩土工程学报, Chinese Journal of Geotechnical Engineering], V30, P1569
  • [4] DONG Jia-rui, 1998, U PEKINENSIS ACTA SC, V34, P50
  • [5] Fredlund D.G., 1993, P AM SOC CIV ENG ANN
  • [6] Wetting front advancing column test for measuring unsaturated hydraulic conductivity
    Li, X.
    Zhang, L. M.
    Fredlund, D. G.
    [J]. CANADIAN GEOTECHNICAL JOURNAL, 2009, 46 (12) : 1431 - 1445
  • [7] Rate of capillary rise in soil
    Lu, N
    Likos, WJ
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2004, 130 (06) : 646 - 650
  • [8] Rui LI, 2006, J HUST URBAN SCI S1, P36
  • [9] TANG Hong-mei, 2003, J CHONGQING JIAOTONG, V22, P45