Stability analysis of a homogeneous rock slope under steady-state seepage using artificial neural networks

Detalhes bibliográficos
Autores: Millán Muñoz, Miguel Ángel|||0000-0002-9116-9076, Galindo Aires, Rubén Ángel|||0000-0001-9407-9183
Formato: artículo
Fecha de publicación:2025
País:España
Recursos:Universidad Politécnica de Madrid
Repositorio:Archivo Digital UPM
OAI Identifier:oai:dnet:archivodigit::a2c3c1d9b2e0b7822cd778c0b385d5c9
Acesso em linha:https://oa.upm.es/96043/
Access Level:acceso abierto
Palavra-chave:Artificial Neural Network
Climate Action
Complex Networks
Decision Making
Discontinuity layout optimization
Failure (Mechanical)
Groundwater
Hoek & Brown failure criterion
Hoek Brown Failure Criterion
Layout optimization
Neural Networks
Neural-Networks
Numerical Methods
Numerical models
Optimization
Rock Mechanics
Rock slope
Rock slope stability
Rocks
Safety factor
Seepage
slope protection
Slope Stability
Stability analyze
stability criteria
Steady State
Steady-state seepag
Steady-state seepage
Transportation Infrastructures
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