To simulate the behaviour of saturated sands under cyclic loading, the PM4Sand constitutive model (version 3.1) formulated by Boulanger & Ziotopoulou , 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 liquefaction resistance is evaluated by comparing the results of a site response analysis performed on a soil column character-ized by a saturated sand layer and subjected to given earthquake signals. The analyses are performed using the finite element code PLAXIS.
|Number of pages||1|
|Publication status||Published - 2019|
|Event||7th International Conference on Earthquake Geotechnical Engineering - Rome, Italy|
Duration: 17 Jun 2019 → 20 Jun 2019
|Conference||7th International Conference on Earthquake Geotechnical Engineering|
|Period||17/06/19 → 20/06/19|