Código QR (código de barras bidimensional)

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...

ver descrição completa

Na minha lista:
Principais autores: Faouzia Kharrachi, Adam Hamrouni, Daniel Dias, Madani Sid
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2026-04-01
coleção:Geotechnics
Assuntos:
bearing capacity
finite element limit analysis
inclined load
slope stability
strip foundation
Acesso em linha:https://www.mdpi.com/2673-7094/6/2/42
Tags: Adicionar Tag
Sem tags, seja o primeiro a adicionar uma tag!

Registros relacionados