›› 2004, Vol. 25 ›› Issue (12): 1981-1983.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Investigation of stress and deformation of cutoff wall of embankments

GUO Xue-mang1, ZHANG Yong-shun2, YANG Guang3   

  1. 1. Zhejiang Water Conservancy and Hydropower College, hangzhou 310018,China; 2. Handan Management Bureau of South Zhangwei Canal, Handan 056021, China; 3. North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450008, China
  • Received:2003-09-01 Online:2004-12-10 Published:2014-08-19

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Abstract: According to the loads characters and construction procedure of the cutoff wall, the finite element method to calculate the stresses and deformations of cutoff walls is investigated. The conventional finite element method for the earth or rockfill dam is improved. The example shows that the improved method can simulate the construction procedure more accurately.

Key words: cutoff wall, finite element method, embankment, stress, deformation

CLC Number: 

  • TU 413
  • 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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