›› 2005, Vol. 26 ›› Issue (5): 813-816.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Visualization of finite element numerical analysis results in foundation pit engineering

WU Ya-jun1, 2, LUAN Mao-tian2～4   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China; 2.Intsitute of Geotechncal Engineering, School of Civil and Hydraulic Engineering, Dalian University of Technology, Dalian 116024 , China; 3. State Key Laboratory of Coastal and Offshore Engineering, Dalian University of Technology, Dalian 116024, China; 4. Institute of Rock and Soil Mechanics, Chinese Academy of Sciences, Wuhan 430071, China
  • Received:2004-01-13 Online:2005-05-10 Published:2013-12-17

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Abstract: The procedure of visual post process based on double scanning beams method is proposed considering the characteristics of construction mechanics in deep foundation pit engineering. The principle and the implementation procedure of the double scanning beams method are presented. The programming for visual process class is made and the class is incorporated into the objective-oriented program for finite element analysis of deep foundation pit excavation and bracing. Through a numerical example of deep foundation pit, it is shown that the processing effect by the proposed method is perfect.

Key words: visual post process, nephogram, contour/isogram, double scanning beam, isoparameter finite elements

CLC Number: 

  • TU 473
  • 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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