
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, humedad constante, curva de retención, Àrees temàtiques de la UPC::Enginyeria civil, compactación
BBM, MATLAB, Soil mechanics, suelos no saturados, Mecànica dels sòls, humedad constante, curva de retención, Àrees temàtiques de la UPC::Enginyeria civil, compactación
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