›› 2000, Vol. 21 ›› Issue (1): 76-80.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

A study of dynamic consolidation depth in engineering practice

Zhang Pingcang , Wang Ren   

  1. Institute of Rock and Soil Mechanics, the Chinese Academy of Sciences, Wuhan, China 430071
  • Received:1999-07-18 Online:2000-03-20 Published:2016-11-21

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Abstract: On the basis of discussing and analysing the current situation of reinforcing depth and affecting factors of the dynamic consolidation method for pile engineering, the present paper establishes the formula with unified dimenssions that determines the consolidation, expressed as . The application of the formula is also disccused。

CLC Number: 

  • TU 472 . 31
  • 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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