Experimental study on the soil-water characteristic curve of the unsaturated loess in East Gansu province

被引:0
作者
Wang, T. [1 ,2 ]
Ding, Y. M. [1 ,2 ]
Zhao, X. W. [1 ,2 ]
Liu, B. G. [2 ]
Song, Y. [1 ,2 ,3 ]
机构
[1] Weifang Univ Sci & Technol, Architectural & Civil Engn Inst, Weifang 262700, Peoples R China
[2] Key Lab Univ Facil Hort Shandong Prov, Weifang 262700, Peoples R China
[3] Lanzhou Univ Technol, Minist Educ, Western Engn Res Ctr Disaster Mitigat Civil Engn, Lanzhou 730050, Gansu, Peoples R China
来源
BULGARIAN CHEMICAL COMMUNICATIONS | 2017年 / 49卷
关键词
Unsaturated loess; Soil-water characteristic curve; Matrix suction; Initial dry density; Net mean stress; VG model parameters;
D O I
暂无
中图分类号
O6 [化学];
学科分类号
0703 ;
摘要
In order to study the soil-water characteristic curve (SWCC) of unsaturated loess in East Gansu province, the effects of initial dry density and net mean stress on the SWCC of unsaturated loess were studied by a unsaturated soil triaxial apparatus. The results showed that when the matrix suction was the same, the moisture content of samples decreased with the increase in net mean stress. The larger the initial dry density, the smaller was the moisture reduction rate, and the higher was the final moisture content. Through the Van Genuchten model it was found that the residual moisture content theta(r) decreases with the increase in net mean stress; the numerical values of the fitting parameters alpha and n do not change significantly as the net mean stress increases. The initial dry density mainly has an effect on the parameters theta(r) and alpha of SWCC while the parameter n is not much affected.
引用
收藏
页码:165 / 171
页数:7
相关论文
共 20 条
  • [1] Aubertin M., 2003, CANADIAN GEOTECHNICA, V6, P1104
  • [2] Bao C. G., 1998, P 2 INT C UNS SOILS, P71
  • [3] Chen H, 2013, ROCK SOIL MECH, V34, P128
  • [4] Chen Z. H., 2000, ROCK SOIL MECH, V4, P316
  • [5] Chen Z. H., 1993, YANTU GONGCHENG XUEB, V3, P9
  • [6] Chu F., 2014, CHINESE J ROCK MECH, V2, P413
  • [7] Cote J., 2002, P 3 INT C UNSATURATE, P255
  • [8] Influence of stress state on soil-water characteristics and slope stability
    Ng, CWW
    Pang, YW
    [J]. JOURNAL OF GEOTECHNICAL AND GEOENVIRONMENTAL ENGINEERING, 2000, 126 (02) : 157 - 166
  • [9] Shen ZH. J, 1996, CHINESE J GOTECHNICA, V1, P1
  • [10] Sommer R., 2010, J IRRIGATION DRAINAG, V8, P559