RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE

Cheng Zehai; Wang Linghan

doi:10.13204/j.gyjz200905015

Volume 39 Issue 5

Dec. 2014

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Cheng Zehai, Wang Linghan. RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 71-74. doi: 10.13204/j.gyjz200905015

Citation:

Cheng Zehai, Wang Linghan. RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 71-74. doi: 10.13204/j.gyjz200905015

Cheng Zehai, Wang Linghan. RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 71-74. doi: 10.13204/j.gyjz200905015

Citation:

Cheng Zehai, Wang Linghan. RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(5): 71-74. doi: 10.13204/j.gyjz200905015

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RESEARCH ON EFFECT OF WATER LEVEL FALL ON VERTICALLY LOADED SINGLE PILE

doi: 10.13204/j.gyjz200905015

1.
Zhejiang University of Science and Technology,Hangzhou 310023,China

Received Date: 2008-07-25
Publish Date: 2009-05-20

Abstract

Abstract

The working behavior of single piles with vertical loading is studied by FEM methods.The negative skin friction of piles and pull-down on piles are analyzed.The importance of considering water level change is stressed in pile design.Both the additional settlement and pull-down load on piles due to water level fall should be evaluated.
- water level fall,
- pull-down load,
- negative skin friction

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References(12)

References

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