Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions
Abstract
In the geotechnical community, the macroelement approach nowadays is largely considered to be a successful theoretical tool for solving soil–structure interaction problems. This approach is based on the definition of a generalised constitutive law putting in relation a small number of suitably defined generalised stress/strain variables. The macroelement formulations proposed in the literature take into consideration either drained or undrained...
Paper Details
Title
Numerical and theoretical analyses of settlements of strip shallow foundations on normally consolidated clays under partially drained conditions
Published Date
Dec 1, 2021
Journal
Volume
71
Issue
12
Pages
1114 - 1134
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Notes
History