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About Tutorial 1
1. The size of a square footing required to support a 2,340kN central load with a factor of safety of 3.0 against undrained failure in clay was calculated to be 4.7m. 2. When the load was moved 1m towards the side, reducing the factor of safety to 1.94, showing the effect of load eccentricity. 3. For an oil tank 10m in diameter on soft clay, the maximum fill depth for a factor of safety of 2.0 against undrained failure was calculated to be 6.29m. The factor of safety against undrained failure was estimated to be 1.67 for the full tank edge.
Detailed Information
| Author: | ['Alfred Patrick'] |
|---|---|
| Publication Year: | 2018 |
| Pages: | 9 |
| Language: | English |
| Format: | |
| Price: | FREE |
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