›› 2008, Vol. 29 ›› Issue (4): 979-982.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Consolidation solution of soil around single-pile after pile sinking

GAO Zi-kun, SHI Jian-yong   

  1. Research Institute of Geotechnical Engineering Hohai University, Nanjing 210098, China
  • Received:2006-03-24 Online:2008-04-10 Published:2013-07-10

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Abstract: The two-dimensional consolidation in saturated soil around sunk pile is studied. Considered the initial distribution and boundary condition of excess pore water pressure caused by setting pile, the series solution can be found by using methods of mathematical physics. The comparison between the calculation values and the consolidation degree values which are deduced from the practical bearing capacity shows that the series solution is reasonable. On the other hand, the consolidation degree results from the series solution can also be used to predict the capacity of the pile.

Key words: consolidation, spatial axisymmetry, excess pore water pressure, series solution

CLC Number: 

  • TU 431
  • 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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