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handle: 2117/130688
Se trata de modelar la anisotropía en el comportamiento de suelos compactados. Para ello se usará el modelo constitutivo de Romero y Jommi (2008) para analizar los resultados de ensayos realizados recientemente en el laboratorio de Mecánica de Suelo de la Escuela.
BBM, MATLAB, Soil mechanics, suelos no saturados, Mecànica dels sòls, :Enginyeria civil [Àrees temàtiques de la UPC], humedad constante, curva de retención, Àrees temàtiques de la UPC::Enginyeria civil, compactación
BBM, MATLAB, Soil mechanics, suelos no saturados, Mecànica dels sòls, :Enginyeria civil [Àrees temàtiques de la UPC], humedad constante, curva de retención, Àrees temàtiques de la UPC::Enginyeria civil, compactación
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