›› 2008, Vol. 29 ›› Issue (6): 1711-1715.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Soil arching action in passive piles under lateral displaced soil

LI Zhong-cheng1,2, HONG Chang-di2   

  1. 1. Shen-Yuan Geotechnical Engineering Co., Ltd., Shanghai 200011, China; 2. Department of Geotechnical Engineering, Tongji University, Shanghai 200092, China
  • Received:2006-07-05 Online:2008-06-10 Published:2013-07-15

Abstract: Based on researching the collapse cause of an industrial building, it is concluded that the main cause is pile foundation’s lateral displacement induced by soil pressure, which is transferred to pile body due to soil arching action between piles. The accident proves that the soil arching action indeed exists between piles. Furthermore, three-dimensional numerical model is established to explore soil arching action of passive piles; the comparison is made for the differences of soil arching action between three dimension and two dimension; the rule is drawn for soil arching action of passive pile under different pile spaces and different loads; and the variation rule of soil arching action with time is explored.

Key words: passive pile, soil arching action, numerical analysis, lateral displacement

CLC Number: 

  • TU 472
  • 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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