›› 2007, Vol. 28 ›› Issue (9): 1848-1855.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Research on pile-pile dynamic interaction of lateral vibration

WU Zhi-ming1,2, HUANG Mao-song1, LÜ Li-fang1,3   

  1. 1. Department of Geotechnical Engineering, Tongji University, Shanghai 200092,China; 2. Shanghai Urban Construction Design and Research Institute, Shanghai 200011,China; 3. China Continent Property & Casualty Insurance Company Ltd., Shanghai 200120,China
  • Received:2005-09-16 Online:2007-09-10 Published:2013-10-15

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Abstract: A simple analytical solution is outlined for computing the lateral dynamic pile-pile interaction of floating pile groups in layered soil media. A dynamic Winkler model utilizing the finite-element based spring and dashpots is adopted for the effect of pile-soil interaction, combining with a transfer-matrix formulation in the case of multi-layered soils. Pile-soil-pile interaction is considered by assuming interaction between the receiving pile and the surrounding soil. It is demonstrated that the prediction of simplified method is in good agreement with rigorous numerical solutions. Attention is then given to the effect of several factors, such as pile length, tip constraint, angle between piles and soil media; and some interesting features such as “influencing pile length” are also shown.

Key words: pile, lateral vibration, dynamic interaction

CLC Number: 

  • TU435
  • 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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