The paper is aimed to modelling creep behaviour shown by field data by numerical analysis. The constitutive parameters of the models were calibrated from in situ and laboratory tests on Venetian silty soils.
Numerical analysis of the Treporti test embankment.
SIMONINI, PAOLO;
2009
Abstract
The paper is aimed to modelling creep behaviour shown by field data by numerical analysis. The constitutive parameters of the models were calibrated from in situ and laboratory tests on Venetian silty soils.
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