Paper Title:
Reliability Analysis on Yuwangbian Slop Based on Monte-Carlo Simulation
  Abstract

Based on the Yuwangbian high loess slope, which is located in Xi'an Yanta District, the basic principle of Monte-Carlo method is presented. By means of geotechnical engineering and geotechnical environment emulation software Geostudio-slope/w and based on Morgenstern-Price slope stability analysis method, the reliability and stability of the slope are analyzed under different kinds of working condition. The stability factor, reliability index and failure probability under the corresponding working conditions has been obtained. The results coincide with the actual condition, which makes the Geostudio software combine with the Monte-Carlo method and provides reference for the reliability analysis of loess slope.

  Info
Periodical
Advanced Materials Research (Volumes 250-253)
Edited by
Guangfan Li, Yong Huang and Chaohe Chen
Pages
3934-3940
DOI
10.4028/www.scientific.net/AMR.250-253.3934
Citation
Y. F. Feng, H. Z. Zhang, Y. Wang, Q. J. Zuo, "Reliability Analysis on Yuwangbian Slop Based on Monte-Carlo Simulation", Advanced Materials Research, Vols. 250-253, pp. 3934-3940, 2011
Online since
May 2011
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$32.00
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