›› 2000, Vol. 21 ›› Issue (1): 53-55.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Excess pore pressure induced in piling in saturated structural soft soils

Xu Yongfu , Fu Deming   

  1. Shanghai Tunnel Engineering Co . Ltd, Shanghai 200233, China
  • Received:1999-03-09 Online:2000-03-20 Published:2016-11-21

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Abstract: Mechanical model for pile-driving is presented according to the soil deformation behavior and yielding criterion of structural soft soils. The distribution of excess pore pressure is studied using the cavity expansion theory.

Key words: piling, excess pore pressure, strain soft, cavity expansion

CLC Number: 

  • TU 413
  • 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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