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Geotechnical and Geological Engineering

Deterministic and Uncertainty Analysis of a Reservoir Slope Stability and Failure Mechanism Under Combined Action of Multi-hazards

  • 19-11-2021
  • Original Paper
Published in:
Authors
Zhengyang Su
Yakun Wang
Hao Zhang
Published in
Geotechnical and Geological Engineering | Issue 4/2022

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Abstract

The study investigates the stability and failure mechanisms of reservoir slopes, specifically focusing on the Three Gorges Dam. It combines deterministic and Monte-Carlo methods to analyze the safety state of the slope under the combined effects of continuous rainfall and fluctuating water levels. The research employs saturated-unsaturated seepage theory and random sampling of soil parameters to assess the safety factor, reliability index, failure probability, and equivalent plastic zone of the slope. The analysis reveals the progressive failure mechanism of the slope, providing critical insights into the complex dynamics of seepage and stress fields under multi-hazard conditions.
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Title
Deterministic and Uncertainty Analysis of a Reservoir Slope Stability and Failure Mechanism Under Combined Action of Multi-hazards
Authors
Zhengyang Su
Yakun Wang
Hao Zhang
Publication date
19-11-2021
Publisher
Springer International Publishing
Published in
Geotechnical and Geological Engineering / Issue 4/2022
Print ISSN: 0960-3182
Electronic ISSN: 1573-1529
DOI
https://doi.org/10.1007/s10706-021-02020-6
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