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Slope Stability
The verification analysis can be carried out according to the theory of limit states:
| where: | Movr | - | overturning moment |
| γs | - | coefficient of overall stability of structure | |
| Mres | - | resisting moment |
Soil parameteres (angle of internal friction, cohesion) are in this case reduced using the design coefficients introduced in the frame "Settings". The value of utilization Vu is calculated and then compared with the value of 100%. The value of utilization is given by:
| where: | FS | - | factor of slope stability computed with reduced soil parameters |
| γs | - | coefficient of overall stability of structure |
The second option offers the verification analysis using the factor of safety:
| where: | Movr | - | overturning moment |
| Mres | - | resisting moment | |
| FS | - | factor of safety for overturning |
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