Advanced Search

Indexed by SCI、CA、РЖ、PA、CSA、ZR、etc .

Volume 21 Issue 6
Dec 2010
Turn off MathJax
Article Contents
Wei Xiang, Deshan Cui, Qingbing Liu, Xuesong Lu, Lijing Cao. Theory and Practice of Ionic Soil Stabilizer Reinforcing Special Clay. Journal of Earth Science, 2010, 21(6): 882-887. doi: 10.1007/s12583-010-0141-x
Citation: Wei Xiang, Deshan Cui, Qingbing Liu, Xuesong Lu, Lijing Cao. Theory and Practice of Ionic Soil Stabilizer Reinforcing Special Clay. Journal of Earth Science, 2010, 21(6): 882-887. doi: 10.1007/s12583-010-0141-x

Theory and Practice of Ionic Soil Stabilizer Reinforcing Special Clay

doi: 10.1007/s12583-010-0141-x
Funds:

This study was jointly supported by the National Natural Science Foundation of China 40972185

This study was jointly supported by the National Natural Science Foundation of China 41002102

Specialized Research Fund for the Doctoral Program of Higher Education of China 200804910504

More Information
  • Corresponding author: Wei Xiang, xiangwei@cug.edu.cn
  • Received Date: 13 Jul 2010
  • Accepted Date: 12 Sep 2010
  • Publish Date: 01 Dec 2010
  • The change in the thickness of water films of special clay particles such as sliding clay, red clay, and expansive clay is an important factor in producing geological disasters and geological environmental damage. In order to reduce the thickness of water films, ionic soil stabilizer (ISS) is used to treat sliding clay, red clay, and expansive clay. Direct shear test of sliding clay and shrinkage, free swell rate, zeta potential, and cation-exchange capacity of red clay and expansive clay are carried out. The results show that as the plastic indexes of special clay soil decrease, the shear strength of sliding clay increases, the shrinkage and free swell rate of red clay and expansive clay decrease, and the thickness of the water film thins after treatment with the ionic soil stabilizer. Therefore, the geological engineering disasters caused by changes in the thickness of water films of special clay can be effectively inhibited.

     

  • loading
  • Chen, Y. S., Dong, J. J., 1999. Ionic Soil Stabilizer Construction Manual. Wuhan University of Technology Press, Wuhan. 100 (in Chinese)
    Dong, J. J., Wei, T., Li, G., et al., 2004. A New Way of Sanitary Landfill with Ionic Soil Stabilizer (ISS) for Domestic Refuse. In: Xiang, W., Czurda, K., Hötzl, H., eds., Proceedings of 1st Symposium of CGFGE. ICP Eigenverlag Bauen und Umwelt, Karlsruhe, Germany. 71–76
    Drame, H., 2005. Cation Exchange and Pillaring of Smectites by Aqueous Fe Nitrate Solutions. Clays and Clay Minerals, 53(4): 335–347 doi: 10.1346/CCMN.2005.0530402
    Fang, Y., Lin, T., Tan, S. L., 2003. Soil Mechanics. China University of Geosciences Press, Wuhan. 227 (in Chinese)
    Saiyouri, N., Tessier, D., Hicher, P. Y., 2004. Experimental Study of Swelling in Unsaturated Compacted Clays. Clay Minerals, 39(4): 469–479 doi: 10.1180/0009855043940148
    Shen, Z., Zhao, Z. G., Wang, G. T., 2004. Colloid and Surface Chemistry. Chemistry Industry Press, Beijing. 556 (in Chinese)
    Tan, L. R., Kong, L. W., 2006. Special Geotechnical Engineering Soil Sciences. Science Press, Beijing. 322 (in Chinese)
    Williams, D., 1992. Ionic Soil Stabilizer Technician Training Course Notes. Soils Laboratory Services of G.E.C., Canberra, Australia
    Xiang, W., Cui, D. S., Liu, L., 2007. Experimental Study on Sliding Soil of Ionic Soil Stabilizer-Reinforces. Earth Science—Journal of China University of Geosciences, 32(3): 397–402 (in Chinese with English Abstract)
  • 加载中

Catalog

    通讯作者: 陈斌, bchen63@163.com
    • 1. 

      沈阳化工大学材料科学与工程学院 沈阳 110142

    1. 本站搜索
    2. 百度学术搜索
    3. 万方数据库搜索
    4. CNKI搜索

    Figures(1)  / Tables(6)

    Article Metrics

    Article views(878) PDF downloads(27) Cited by()
    Proportional views
    Related

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return