›› 2015, Vol. 36 ›› Issue (S2): 289-295.doi: 10.16285/j.rsm.2015.S2.038

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Study of comprehensive coefficient of shaft/tip resistance for rock-socketed piles

WANG Wei-dong, WU Jiang-bin, WANG Xiang-jun   

  1. Department of Underground Structure & Geotechnical Engineering, East China Architecture Design & Research Institute Co. Ltd, Shanghai, 200002, China
  • Received:2015-04-29 Online:2015-08-31 Published:2018-06-14

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Abstract: For the current technical code for building pile foundations(JGJ94-2008), the comprehensive coefficients of shaft/tip resistance for rock socketed pile are used to calculate the bearing capacity of the rock-socketed part. The method is easily to be used and is meaningful for the engineering application, while the values of the comprehensive coefficient are not very reasonable. Based on the data about 20 pile tests of 4 background projects, the FEM is used to calculate the comprehensive coefficient for rock socketed pile. And a value table are presented, which is more detail than the standard table; in which the relationship among comprehensive coefficient, rock property and depth-diameter ratio of rock-socketed pile is given. It is shown that the calculation results of using the comprehensive coefficient proposed herein is more closer to the measured value than the calculation results of using the comprehensive coefficient of the current code.

Key words: socketed pile, comprehensive coefficient, finite element method

CLC Number: 

  • TU 473
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