Código QR (código de barras bidimensional)

Numerical Modeling of the Ultimate Bearing Capacity of Strip Footings on Reinforced Sand Layer Overlying Clay with Voids

The presence of underground voids within a failure zone usually results in a reduction in the bearing capacity of footings. This paper presents results for the ultimate bearing capacity ratio, qu/γB, of a strip footing on top of a sand layer overlying a clay layer with voids, with and without the pl...

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Principais autores: Walid Chaabani, Mohamed Saddek Remadna, Murad Abu-Farsakh
Formato: Artigo
Idioma:Inglês
Publicado em: MDPI AG 2022-12-01
coleção:Infrastructures
Assuntos:
bearing capacity
sand overlying clay
strip footings
reinforced soils
void
Acesso em linha:https://www.mdpi.com/2412-3811/8/1/3
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