›› 2003, Vol. 24 ›› Issue (5): 786-789.

• Geotechnical Engineering • Previous Articles     Next Articles

Application of gunite pile technique to layer of coarse and gravelly sand

LUO Chang-jun1, REN Ze-yin2, LU Bing2   

  1. 1.College of Civil Engineering and Architecture, Henan University, Kaifeng 475001, China ; 2.Nanyang Hydraulic Construction Surveying and Designing Institute, Nanyang 473057, China
  • Received:2002-05-20 Online:2003-10-10 Published:2014-08-19

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Abstract: The third rubber dam of the Baihe River is directly located on the riverbed. The stratum of dam-base mainly consists of the coarse and gravelly sands. It is also saturated with water and has a strong permeability. Because the dam was ever damaged by water, a new hanged vertical curtain, which was on the verge of a longer impervious blanket concretes, was used to prevent seepage. It is proved that the technique is feasible in the coarse and gravel sands by testing and construction the gunite pile technique. The problems of outflow slurry, emitting slurry and containing sands are also discussed.

Key words: gunite pile technique, coarse and gravelly sands, gravel diameter, preventing seepage and erosion, application

CLC Number: 

  • TU 473
  • 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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