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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...

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Furkejuvvon:
Bibliográfalaš dieđut
Váldodahkkit: Faouzia Kharrachi, Adam Hamrouni, Daniel Dias, Madani Sid
Materiálatiipa: Artigo
Giella:Inglês
Almmustuhtton: MDPI AG 2026-04-01
Ráidu:Geotechnics
Fáttát:
Liŋkkat:https://www.mdpi.com/2673-7094/6/2/42
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