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《China Offshore Oil and Gas(Engineering)》 2002-06
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Analysis of Pile Bearing Capacity Under Lateral Loads Considering Space Effects

Sun Rong, Zou Daoqin  
The mechanical characteristic of piles under lateral loads is an important problem in PSI (pile-structure-interaction) analysis. Interaction between pile and soil under lateral loads is analyzed in detail by P - Y curve method in this paper. As an example, the mechanical behavior of a pile in a practical engineering WC 13-1/3-2 oil platform is presented. The results show that under some 3-D loading conditions, significant error can be induced due to the nonlinear characteristic of pile, simply using a nonlinear spring from single pile calculation as the structure boundaries. This problem is studied and amendment method is presented.
【CateGory Index】: TE952
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Chinese Journal Full-text Database 2 Hits
1 ZHANG Yan-kun 1, JIN Wei-liang 2, LI Zhuo-dong 2(1.Civil Engineering Department, Qingdao Institute of Civil Engineering, Qingdao 266033, China; 2.Dept. of Civil Engineering, Zhejiang University, Hangzhou 310027, China);System reliability analysis method for offshore jacket platforms under extreme loads[J];The Ocean Engineering;2001-04
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