›› 2000, Vol. 21 ›› Issue (3): 284-288.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Load transfer behavior of compacted cement-soil pile

GUO Zhong-xian1 , Y ANG Zhi-hong2 , SONGJie3 , K ANG Xiao-ming3   

  1. 1.Shijiazhuang Railway Institute, Shijiazhuang 050043, China) ( 2.Hebei Provicial Architectural Science Institute, Shijiazhuang 050021, China) ( 3.Handan City Construction Management Office, Handan 056002, China
  • Received:1999-10-28 Online:2000-09-21 Published:2016-12-26

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Abstract: Based on the method of load transfer and Geddes formula, this paper calculates the load(Q)-settlement (s)curve of compacted cement-soil single pile. Then the variational regularity of the Q-s curve of a single pile with the pile length l , limit strength qu of pile shaft material, compression modulus Es of soil arround the pile tip are analysed . The relation of compression of pile shaft material, pile end resistance and settlement with the load of pile top are also analysed .

Key words: compacted cement-soil pile ;load transfer method ;Q-s curve , compression of pile shaft material

CLC Number: 

  • T U 447
  • 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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