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Volume 21 Issue 6
Dec 2010
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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

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  • 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.

     

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