A Probabilistic 3-D Short-Term Slope Stability Model

by M. Semih Yücemen, Middle East Technical Univ, Turkey,
Azm S. Al-Homoud, Middle East Technical Univ, Turkey,

Document Type: Proceeding Paper

Part of: Probabilistic Methods in Civil Engineering


A probabilistic model to analyze the three-dimensional stability of earth slopes under short-term conditions is presented. An actual failure case is studied to show the implementation of the proposed probabilistic procedure and to compare the predictions of the model against the observed values.

Subject Headings: Soil analysis | Soil stabilization | Three-dimensional analysis | Three-dimensional models | Forensic engineering | Probability | Slope stability | Failure analysis

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