E-prints UPC > Enginyeria civil >
Analysis of the excavation of a deep drift in a tertiary clay
Modelling the behaviour of structured London Clay
Coupled analysis of double porosity swelling clays
Levantamiento arquitectónico a partir de modelos de nubes de puntos. La tecnología láser escáner terrestre en el modelado paramétrico de Vila Vella de Tossa de Mar
Numerical implementation of an elastoplastic model for unsaturated soils