Abstract
Upper bound limit analysis of slope stability is only applicable for proportional loading. In case of alternate loading and unloading, a shakedown analysis is necessary for its long term safety evaluation. Actually, besides gravity load, groundwater is also an important factor to slope stability. However, groundwater level usually changes with the rainfall or some other environmental factors, which may induce alternate wetting and drying to part of the slope. This is a disadvantage for the slope safety. In this paper, an upper bound shakedown analysis based on strong version of Koiter's theorem is presented to analyze slope stability under such as an alternate load. Safety factor, which is defined by shear strength reduction of the materials, is adopted by a quantitative analysis to represent the influence of alternate load on slope stability. A simple example is adopted to verify the availability of this method.
| Original language | English |
|---|---|
| Pages (from-to) | 1693-1697 |
| Number of pages | 5 |
| Journal | Yantu Lixue/Rock and Soil Mechanics |
| Volume | 25 |
| Issue number | 11 |
| State | Published - Nov 2004 |
Keywords
- Alternate load
- Shakedown analysis
- Slope stability
- Strength reduction