Influence of facing panel rigidity on performance of reinforced soil retaining walls: a numerical study
Geosynthetic-reinforced soil retaining walls are typically designed on considerations of limit equilibrium. These methods disregard the effects due to foundation condition, reinforcement stiffness, facing type and other factors. Deformations of the wall are generally not explicitly considered in des...
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| Other Authors: | , |
| Format: | book |
| Language: | eng |
| Published: |
2008
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10216/86320 |
| Country: | Portugal |
| Oai: | oai:repositorio-aberto.up.pt:10216/86320 |