›› 2000, Vol. 21 ›› Issue (3): 235-238.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Model test research on pile driving effect of squeezing against soil

XU Jian-ping1 , ZHOU Jian1 , XU Zhao-yang1 , ZHANG Chun-yu2   

  1. 1 . Department of Geotechnical Engineering, Tongji University , Shanghai 200092 , China) ( 2 . Specialized Design Institute of Railway Department , Beijing 100008 , China
  • Received:1999-10-18 Online:2000-09-21 Published:2016-12-26

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Abstract: Based on model tests of one or two piles pressed into soft clay, the effect of squeezing against soil is studied . The laws of soil displacements changing with horizontal distance and depth during the process of pressing piles are obtained, and the testing results of pressing one or two piles are also compared and analyzed .

Key words: model test , effect of squeezing against soil , lateral displacement , ground heave

CLC Number: 

  • T U 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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