›› 2005, Vol. 26 ›› Issue (S1): 260-263.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Numerical analysis of bank failure under lateral erosion

SHEN Ting, LI Guo-ying, ZHANG Xing-nong   

  1. Nanjing Hydraulic Research Institute, Nanjing 210029, China
  • Received:2005-02-16 Published:2005-12-15

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Abstract: Bank failure under lateral erosion is analyzed by numerical method. A method to calculate lateral erosion distance is put forward. With continual lateral erosion seepage and stability of bank have dynamic changes. Mechanism and cause of bank failure under lateral erosion are put forward. The seepage and erosion are primary dynamic influence factors on bank failure; and the soil composition, soil distribution and slope angle of bank are primary internal influence factors on bank failure. Based on mechanism analysis relevant treatment measures to bank stability are presented.

Key words: bank failure, lateral erosion distance, seepage, stability

CLC Number: 

  • TU 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.
  • 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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