Undrained Bearing Capacity of Strip Foundation Under Inclined Loading Lying on Two-Layered Slopes
This study investigates the undrained bearing capacity of strip foundations subjected to inclined loading on two-layer cohesive slopes using finite element limit analysis (FELA). Both lower bound (LB) and upper bound (UB) theorems with adaptive mesh refinement are employed to conduct comprehensive p...
Αποθηκεύτηκε σε:
| Κύριοι συγγραφείς: | , , , |
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| Μορφή: | Artigo |
| Γλώσσα: | Inglês |
| Έκδοση: |
MDPI AG
2026-04-01
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| Σειρά: | Geotechnics |
| Θέματα: | |
| Διαθέσιμο Online: | https://www.mdpi.com/2673-7094/6/2/42 |
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