›› 2005, Vol. 26 ›› Issue (11): 1866-1868.

• Fundamental Theroy and Experimental Research • Previous Articles    

Experimental study on embankment with cement added finesands for Shifosi resevoir

ZHANG Li-juan1, HAN Jiang2   

  1. 1. School of Resources and Civil Engineering, Northeastern University 110014, China; 2. China Pari River Water Resources Planning Designing & Surveying Co., Ltd. Guangzhou 510610, China
  • Received:2004-05-08 Online:2005-11-10 Published:2014-01-03

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Abstract: Indoor and outdoor experiments on the characteristics of the cement added fine sands for Shifosi Reservoir were carried out. Experimental results show that; with the increase of cements, the cohesive force and friction angle increase; the percolation coefficient decreases. When the volume ratio of cement and fine sands is 2 %, shear strength and percolation coefficient are improved obviously. The properties of fine sands are improved when they are combined with cements, so using them in embankment is possible.

Key words: fine sands, cement, cohesive force, percolation coefficient

CLC Number: 

  • TU 441
  • 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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