Paper Title:
A New Reliability Analysis Mehthod of Karst Roof Under Pile Tip
  Abstract

There is uncertainty during analysis the stability of karst roof under pile tip. The interval numbers are used to express the calculation parameters. Secondly, the limit equilibrium analysis model of karst roof under pile tip is presented based on the present study. Thirdly, the performance function is suggested to evaluate the reliability of the stability of karst roof under pile tip. The non-probabilistic reliability analysis method for stability of karst roof under pile tip is finally founded. This method is proved to be rational and feasible by engineering case analysis.

  Info
Periodical
Edited by
Xuejun Zhou
Pages
133-136
DOI
10.4028/www.scientific.net/AMM.90-93.133
Citation
C. Jiang, X. B. Li, K. P. Zhou, S. W. Wang, "A New Reliability Analysis Mehthod of Karst Roof Under Pile Tip", Applied Mechanics and Materials, Vols. 90-93, pp. 133-136, 2011
Online since
September 2011
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