›› 2003, Vol. 24 ›› Issue (1): 79-82.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Nonlinear finite element analysis of reinforced dike with geotextile

LIU Han-long , WU Wei-jun ，GAO Yu-feng   

  1. Research Institute of Geotechnical Engineering, Hohai University, Nanjing 210098, China
  • Received:2002-01-08 Online:2003-02-10 Published:2014-08-27

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Abstract: The strength, length, location in dike and layers of geotextile etc. have to be taken into accounted during the reinforcement design of dike. A finite element method with strength parameters reduction technique is introduced. By employing the Plaxis code, the geotextile reinforcement analysis for a dike is conducted; and the length of the geotextile reinforcement and the location of the geotextile reinforcement design are discussed. A suggested design method is given.

Key words: Plaxis code, slope stability, strength parameters reduction technique, arc-length control technique

CLC Number: 

  • TU 472
  • 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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