Limit analysis of cantilever retaining walls with spaced piles /
A modified method is proposed for designing cantilever retaining walls with spaced piles. The approach used is based on a new translational three-dimensional failure mechanism within the framework of the upper-bound theorem of limit analysis. Numerical optimisation of the mechanism is performed by a...
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| Main Authors: | , |
|---|---|
| Format: | Book Chapter |
| Jezik: | English |
| Teme: | |
| Sorodne knjige/članki: | Vsebovano v:
Proceedings of the Institution of Civil Engineers - Geotechnical engineering |
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