Effect of spatial variability of shear strength on reliability of infinite slopes using analytical approach

Jing Sen Cai, E. Chuan Yan, Tian Chyi Jim Yeh, Yuan Yuan Zha, Yue Liang, Shao Yang Huang, Wen Ke Wang, Jet Chau Wen

Research output: Contribution to journalArticle

18 Scopus citations

Abstract

This paper develops an analytical approach for reliability analysis of infinite slope stability in presence of spatially variable shear strength parameters. The analytical approach considers spatial autocorrelation of each parameter and cross-correlations between different parameters. It is robust, computational efficient and provides insight to the importance of spatial correlation scale on slope reliability analysis. This paper also explores the difference in continuous and discrete random fields and emphasizes the importance of fine discretization in relation to correlation scale. Finally, it shows that conditioning the stability analysis with information about trends and spatial data leads to reliability assessments with less uncertainty.

Original languageEnglish (US)
Pages (from-to)77-86
Number of pages10
JournalComputers and Geotechnics
Volume81
DOIs
StatePublished - Jan 1 2017

Keywords

  • Analytical approach
  • Infinite slope
  • Reliability
  • Shear strength
  • Slope stability
  • Spatial variability

ASJC Scopus subject areas

  • Geotechnical Engineering and Engineering Geology
  • Computer Science Applications

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