Methods

  1. Reconstruction of the Holocene stratigraphic architecture and 3D model

    To reconstruct the subsurface architecture and the Holocene evolution of the Venice lagoon, a multidisciplinary approach will be adopted integrating Very High Resolution Seismic surveys with sedimentological and stratigraphic analyses on sedimentary cores. Interpretation of seismic data will allow tracing of the main reflectors that subdivide the different seismo-stratigraphic units. The recognition of the evolution in time and space of sedimentary bodies and depositional environments will follow the principles of the facies analysis through the use of sedimentological, paleontological, and C14 dating datasets available for the lagoon and neighbouring areas.

    These analyses will allow to develop a state-of-the-art model of the Holocene stratigraphic architecture and evolution of the Venice Lagoon, and develops a simplified 3D geological model based on the relationship between the main depositional units and the potential compressibility of the sediments and according to their lithology, age, and depth, as input for the numerical simulation.

  2. Characterizing the geomechanical properties of the salt marshes deposits



    Understanding the need of new sedimentation from the Venice Lagoon to keep pace with relative sea level rise requires a reliable knowledge of the mechanical properties of the Holocene deposits. In fact, together with sedimentation, autocompaction, i.e. the loss of soil thickness due to its own weight, is the main process governing the elevation of saltmarshes platforms. Saltmarshes deposits are extremely soft and autocompaction following new sedimentation can peak to more than 50% of the original sedimentation thickness.

    Several in-situ loading tests have been carried out on the saltmarshes in the Venice Lagoon over the last years. These tests would allow to provide a mechanical characterization more representative than classical lab tests (e.g. oedometric tests) as they do not require sampling of these smooth soils and involve much larger soil volumes. Displacement and groundwater pressure transducers deployed below the load at various depths have allowed to record the hydro-geomechanical response of the soil in space and time. The dataset will be interpreted using a 3-D mixed finite-element coupled flow-deformation simulator, implementing a nonlinear elasto-plastic constitutive relationship. The calibrated model using the obtained field data will allow to get reliable compressibility and hydraulic conductivity estimates for the deposits at the selected salt marshes.