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About Influence of A Surcharge Line Load On Cantilever Sheet Pile Wall Behavior
The document summarizes the results of a numerical study on the influence of a surcharge line load on the behavior of a cantilever sheet pile wall supporting an excavation. Three methods are compared: ultimate soil pressure theory, elastic soil pressure theory, and numerical analysis using finite element modeling. The numerical analysis shows that the elastic pressure approach provides reasonably accurate estimates of the maximum surcharge load if the load is close to the wall, but underestimates load capacity when farther from the wall. The ultimate pressure approach is only accurate for low cohesion soils. The numerical modeling also captures rotational movement of the wall under the excavation that reduces soil pressures, an effect not seen in simplified methods.
Detailed Information
| Author: | ['Alket Dhami'] |
|---|---|
| Publication Year: | 2017 |
| Pages: | 7 |
| Language: | English |
| Format: | |
| Price: | FREE |
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