• DOI:10.1061/(ASCE)GT.1943-5606.0000099
Corpus ID: 129148314

Influence of spatial variability on slope reliability using 2-D random fields.

@article{Griffiths2009InfluenceOS,
  title={Influence of spatial variability on slope reliability using 2-D random fields.},
  author={D. Griffiths and Jinsong Huang and G. Fenton},
  journal={Journal of Geotechnical and Geoenvironmental Engineering},
  year={2009},
  volume={135},
  pages={1367-1378}
}

• D. Griffiths, Jinsong Huang, G. Fenton
• Published 2009
• Mathematics
• Journal of Geotechnical and Geoenvironmental Engineering

The paper investigates the probability of failure of slopes using both traditional and more advanced probabilistic analysis tools. The advanced method, called the random finite-element method, uses elastoplasticity in a finite-element model combined with random field theory in a Monte-Carlo framework. The traditional method, called the first-order reliability method, computes a reliability index which is the shortest distance (in units of directional equivalent standard deviations) from the… Expand

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