Simulação numérica dos processos de consolidação em aterros sobre solos moles
DOI:
https://doi.org/10.14195/2184-8394_89_3Resumen
Tendo por base uma generalização da teoria multidimensional de Biot, descrevem-se os aspectos matemáticos e numéricos dos processos de consolidação em meios porosos deformáveis saturados Usando esta formulação, apresentam-se e analisam-se os resultados de aplicação dum modelo numérico bidimensional baseado no método de elementos finitos a uma obra de aterro sobre solos moles.
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