For a strip footing under axial loading, the bearing capacity is influenced by the presence of rigid walls confining the foundation soil. This problem is investigated within the framework of the theory of yield design, considering both a perfectly rough and a frictionless contact condition at the in
✦ LIBER ✦
The influence of confinement on the bearing capacity of strip footings
✍ Scribed by Jean Salençon
- Publisher
- Elsevier Science
- Year
- 2002
- Tongue
- French
- Weight
- 144 KB
- Volume
- 330
- Category
- Article
- ISSN
- 1631-0721
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