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Laera, A. (author), Vilhar, G. (author), Brasile, S. (author), Brinkgreve, R.B.J. (author)
To simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (version 3.1) formulated by Boulanger & Ziotopoulou [1], is used. The model can realistically reproduce the pore pressure build-up, accumulation of strain as well as triggering of liquefaction. The effect of dif-ferent relative densities on...
poster 2019
document
Laera, A. (author), Vilhar, G. (author), Brasile, S. (author), Brinkgreve, R.B.J. (author)
When saturated soils are subjected to an earthquake, the excess pore pressuresincrease, and, in the case of sands, this may cause liquefaction. To simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (version 3.1) formulated by Boulanger & Ziotopoulou (2017), is used. The PM4Sand model represents an...
conference paper 2019