›› 2008, Vol. 29 ›› Issue (8): 2287-2291.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of vertical cutoff wall model for levees in Dongting Lake region

LUO Gu-huai1, 2, LUO Yu-long2, PENG Hua2   

  1. 1. China Water Investment Corporation, Changsha 410011, China; 2. School of Civil and Architectural Engineering, Wuhan University, Wuhan 430072, China
  • Received:2006-09-18 Online:2008-08-11 Published:2013-08-02

Abstract: Based on the characteristics of geology and landform of the levees in the Dongting Lake region, a generalized model of vertical cutoff wall on multi-structure levee foundation has been established; then following the optimization concept and using the seepage FEM, a systematic study of the relationship between the vertical cutoff wall penetration in sand and gravel layer or the relative impermeable layer and the maximal seepage gradient inside levee is carried out. Then based on the FEM results, the comprehensive and objective estimation about the effect of anti-seepage of the two types is introduced. And a definition called critical optimization penetration is put forward for the first time. Finally, seepage FEM is applied to high pressure grouting cutoff wall project in Dadongkou Electric Drainage Project; the safe operation of real project shows that the analysis of this paper is right and practical.

Key words: Dongting Lake region, levee, vertical cutoff wall, seepage FEM, critical optimization penetration

CLC Number: 

  • TV 223.4
  • 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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