The analysis was performed using the Plascon3D research code developed at the Department of Structural and Transportation Engineering, Padua (Italy), and at CISM, Udine (Italy), dealing with coupled thermo-hygro-mechanical compaction/subsidence analyses within a saturated (locally partially saturated) porous medium subjected to external loads and water/gas withdrawals from deep layers (aquifers/reservoirs).
The elastic module of the sandy and clayey layers are 8.2 105 and 1.3 104 t/m2 with Poisson's coefficients of 0.25 and 0.45, respectively.
A settlement evolution was imposed on specific nodes representing topographic benchmarks whose altimetric data were collected by experts.
Subsidence in year 2033 |
Pressure in year 2033 |
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