›› 2000, Vol. 21 ›› Issue (3): 247-251.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

3D-FEM research on settlement of earth-fill bridge-slope on the soft clay basement after construction

AN Guan-feng , LU Liang   

  1. 1 . Department of Geotechnical Engineering, Tongji University , Shanghai 200092 , China
  • Received:1999-09-13 Online:2000-09-21 Published:2016-12-26

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Abstract: The elasto-visco-plastic constitution has been employed for 3D-FEM programming of soft saturated clay in Shanghai. The program has also been applied to predicting the settlement of earth-fill bridge-slope on the soft clay basement after construction .The comparison between the predicted and measured values have proved that the constitution is reliable.

Key words: nonlinear , elasto-visco-plastic ;3D-FEM , settlement after construction

CLC Number: 

  • T U 433
  • 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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