›› 2007, Vol. 28 ›› Issue (8): 1744-1748.

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Reliability study of pile group with rigid cap based on settlement

WU Peng   

  1. School of Civil Engineering and Architecture, Central South University, Changsha 410075, China
  • Received:2005-09-08 Online:2007-08-10 Published:2013-10-15

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Abstract: Based on the summarization that design theory of reliability is based on bearing capacity wholly, a new concept of reliability design based on settlement aiming at great super-long pile group is presented. Compression of pile body and stab deformation is considered in the settlement calculating model. After discussion about distribution regularity of calculating parameters, index of reliability is calculated by Monte Carlo method. An example shows that index of reliability would decrease with load level increasing; and it would increase with acceptable settlement increasing. But increase trend becomes slower.

Key words: reliability, rigid cap, great pile group, Monte Carlo method, settlement of pile group

CLC Number: 

  • TU 473
  • 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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