Non-Probabilistic Reliability Research on Slope Stability Based on Interval Analysis

Xiao Chun Lu; Liang Gan

doi:10.4028/www.scientific.net/AMR.838-841.835

Paper Titles

Analysis and Research the Influence about the Control from the Excavation Way to Deformation of Foundation Pit
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The Comparation Study of Strength Properties for Intact Loess and Remolded Loess
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Numerical Simulation on the Sinking Process of Open Caisson with Particle Flow Code (PFC)
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Non-Probabilistic Reliability Research on Slope Stability Based on Interval Analysis
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The Researches on the Mechanism of the Concrete under Low Temperature Frost Injury
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 838-841Non-Probabilistic Reliability Research on Slope...

Non-Probabilistic Reliability Research on Slope Stability Based on Interval Analysis

Abstract:

In this paper, slope stability considering non-probabilistic reliability analysis based on interval analysis was discussed. We can get safety factor, safety factor interval, non-probabilistic reliability by slope stability computation based on interval analysis. Based on the hypothesis that interval variable of structural performance function numerical value obeys uniform distribution, failure probability based on interval analysis was put forward. These form plural evaluation system about slope stability; it perfects safety evaluation for slope stability.

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Periodical:

Advanced Materials Research (Volumes 838-841)

Pages:

835-839

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.838-841.835

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Online since:

November 2013

Authors:

Xiao Chun Lu, Liang Gan

Keywords:

Interval Analysis, Non-Probabilistic Reliability, Safety Factor, Slope Stability

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References

[1] Shuxiang Guo, Zhenzhou Lu, Yuansheng Feng : Chinese Journal of Computational Mechanics Vol. 18 (2001), p.56.

Google Scholar

[2] Ben-Haim Y: Structural Safety Vol. 14 (1994), p.227.

Google Scholar

[3] Elishakoff I: Computers & Structures Vol. 56 (1995), p.871.

Google Scholar

[4] Ben-Haim Y and Elishakoff I: Convex models of uncertainty in applied mechanics(Elsevier Science Publishers, Netherlands 1990).

Google Scholar

[5] Ben-Haim Y: Structural Safety Vol. 17 (1995), p.91.

Google Scholar

[6] Elishakoff I: Structural Safety Vol. 17 (1995), p.195.

Google Scholar

[7] Shuxiang Guo, Ling Zhang, Ying Li : Chinese Journal of Computational Mechanics Vol. 22 (2005), p.227.

Google Scholar

[8] Xiaojun Wang, Zhiping Qiu , Zhe Wu: Chinese Journal of Theoretical and Applied Mechanics Vol. 39 (2007), p.641.

Google Scholar

[9] Wencai Sun, Zichun Yang: Chinese Journal of Naval University of Engineering Vol. 23 (2011), p.62.

Google Scholar

[10] Weiya Xu, Zhongming Jiang, Anchi Shi: Chinese Journal of Geotechnical Engineering Vol. 25 (2003), p.409.

Google Scholar

[11] Jianqun Jiang , Hui Xu: Chinese Journal of Hydroelectric Engineering Vol. 25 (2006), p.126.

Google Scholar

[12] Alefeld G, Mayer G: Journal of Computational and Applied Mathenatics Vol. 121 (2000), p.421.

Google Scholar

[13] Tinghao Lu : Soil Mechanics (Hohai University Press, China 2002).

Google Scholar

[14] Hassan A M, Wolff T F.: Journal of Geotechnical and Geoenvironmental Engineering Vol. 125 (1999), p.301.

Google Scholar