›› 2005, Vol. 26 ›› Issue (S1): 133-136.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on behaviors of single pile considering softening of pile-side soil

YU Chuang, LIU Song-yu   

  1. Institute of Geotechnical Engineering, Southeast University, Nanjing 210096, China
  • Received:2005-01-25 Published:2005-12-15

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Abstract: Based on analyzing performances of pile-side soil, a new load-transfer function considering the softening is presented. The shapes of the model curve with three parameters a and b in the model are presented. The new transfer function is applied to simulate the behavior of single pile. The results from softening function are compared with those from conventional load-transfer function; and some conclusions are drawn.

Key words: load-transfer function, softening, single pile, settlement

CLC Number: 

  • TU 443
  • 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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