Código QR (código de barras bidimensional)

Bearing Capacity of Footings on Rock Masses Using Flow Laws

The influence of the non-associative flow law on the bearing capacity of shallow foundations on rock masses is, in general, a subject that is not discussed in the field of rock mechanics. The calculation methods of bearing capacity usually do not define which flow law is adopted and, in some methods...

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Principais autores: Ana Alencar, Ruben Galindo, Claudio Olalla Marañón, Svetlana Melentijevic
Format: Artigo
Sprog:Inglês
Udgivet: MDPI AG 2021-12-01
Serier:Applied Sciences
Fag:
bearing capacity
shallow foundation
Hoek and Brown failure criterion
flow law
dilatancy angle
finite difference method
Online adgang:https://www.mdpi.com/2076-3417/11/24/11829
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