›› 2006, Vol. 27 ›› Issue (S1): 1129-1132.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Application of dimensional analysis to building calculation model of stabilizing pile space

WEI Zuo-an1,2，XU Jiang1,2，WAN Ling1,2   

  1. 1. Key Laboratory of Exploitation of Southwest Resources & Environmental Hazards Control Engineering, Ministry of Education, Chongqing University, Chongqing 400044, China; 2. College of Resources and Environmental Science, Chongqing University, Chongqing 400044, China
  • Received:2006-06-16 Published:2006-12-15

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Abstract: Use stabilizing piles for landslide control is a common measure. The space between piles is a very important parameter. Engineers must find a balance between landslide control ability and cost. In China, at the present time in engineering practice and based on empirical formula, the pile space equals to 2-5 times the width of pile itself. Some theoretical studies on the interaction force relation between pile and soil have been reported and several calculation models were proposed to calculate optimal pile space. A calculation formula is built through dimensional analysis which analyzes the factors that influence the pile space. The new model offers a way for pile space calculation.

Key words: civil engineering, dimensional analysis, stabilizing pile, computational model

CLC Number: 

  • TU 457
  • 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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