›› 2004, Vol. 25 ›› Issue (7): 1155-1158.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of stabilized silt in Xu-Su area

ZHU Zhi-duo, LIU Song-yu, XUN Hai-jun   

  1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China
  • Received:2003-05-19 Online:2004-07-09 Published:2014-07-18

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Abstract: The test study on the silt of Xu-Su district in Jiangsu Province has been carried out. The results show that the silt of this area is of weak plasticity, low cohesiveness, high dispersion and low strength. The lime, cement adding lime, and stabilizer SEU-2 have been used to stabilize the silt respectively. The data of unconfined compression strength and dry-shrinkage tests show that the stabilizing effect of the stabilizer SEU-2 is the best one.

Key words: silt, soil stabilizer (SEU-2), unconfined compression strength tests, dry-shrinkage tests

CLC Number: 

  • TU 441+.1
  • Please send e-mail to pingzhou3@126.com if you would like to read full paper in English for free. Parts of our published papers have English translations.
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