Paper Title:
Non-Probabilistic Slope Stability Analysis
  Abstract

A high filled subgrade of a highway slipped on the left of the line. According to conventional calculations (limit equilibrium method) ,we can know that the safety factor K = 1.55 and the probability of reliability index β = 3.1, failure probability Pf = 0.001. Through the introduction of interval analysis theory, non-probabilistic reliability calculation model is established, and the non-probabilistic reliability index is η = 0.7. Showing that the non-probabilistic reliability theory in the absence of adequate data distribution of information and possible subjective assumptions can also obtain more accurate results.

  Info
Periodical
Advanced Materials Research (Volumes 243-249)
Edited by
Chaohe Chen, Yong Huang and Guangfan Li
Pages
5627-5631
DOI
10.4028/www.scientific.net/AMR.243-249.5627
Citation
C. Y. Liu, J. Q. Zhang, G. Pan, H. C. Song, C. W. Liu, "Non-Probabilistic Slope Stability Analysis", Advanced Materials Research, Vols. 243-249, pp. 5627-5631, 2011
Online since
May 2011
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Price
$32.00
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