
Os assentamentos "secundários" de argilas, isto é, os assentamentos que se processam devido a deformações predominantemente volumétricas ocorrentes sob tensão constante, foram estudados com alguma profundidade em trabalho de Folque (1961). O comportamento de certas argilas terciárias, fortemente consolidadas, leva a pensar, por analogia, que os assentamentos nelas processados são predominantemente "secundários". Estes factos e as suas repercussões no dimensionamento de fundações são comentados neste artigo.
QE1-996.5, TA703-712, Geology, Engineering geology. Rock mechanics. Soil mechanics. Underground construction
QE1-996.5, TA703-712, Geology, Engineering geology. Rock mechanics. Soil mechanics. Underground construction
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