›› 2006, Vol. 27 ›› Issue (S1): 793-796.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Time effect analyses and prediction of ultimate bearing capacity of jacked pile in clay

XIA Jian-zhong 1，LUO Zhan-you 1，ZHANG Shi-zou 2   

  1. 1. Institute of Geotechnical Engineering，Zhejiang University of Science and Technology，Hangzhou 310012, China； 2. Haiyan Construction Engineering Quality Supervision Station，Haiyan 314300，China
  • Received:2006-05-10 Published:2006-12-15

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Abstract: Influential factors of the ultimate bearing capacity of jacked pile in clay are discussed. The relationship between the ultimate bearing capacity of jacked pile and time is analyzed. Based on the gray system theory, the gray Verhulst prediction model is proposed. Then the ultimate bearing capacity of pile is predicted by the model. The results show that the regularity of predicted ultimate bearing capacity is agreement with the measured ones; and error between predicted and measured value is small. So the gray verhulst prediction model can be applied to the practical engineering.

Key words: gray system theory, ultimate bearing capacity of jacked pile, time effect, gray Verhulst model, prediction

CLC Number: 

  • TU 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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