The Viaduct over Rotatoria 1 has a deck of constant width 19.8 [m], with two carriageways of 8.25 [m] made with 4 beams on 9 spans, with a span of 27.5 [m], for a total length of 247.5 [m] approximately.

The Viaduct on Rotatoria 2 has a 11.1 [m] wide deck with a 9.60 [m] carriageway supported by 3 beams on 6 spans, with a span of 28 [m] in the two side spans and 40 [m] in the four central spans, for an overall length of approximately 216 [m].
The overpass has a 11.5m carriageway and a deck made with 9 side-by-side beams over a span of 43 [m].

The piers and supporting abutments of the viaduct have shallow foundations, in consideration of the good mechanical characteristics of the surface soil. In elevation, the pies have a rectangular section shaft with rounded heads with a rectangular section pier cap of variable height. The abutments are of the traditional type with wing walls to contain the road embankment.

Junction viaduct envisaged as part of the works for the construction of the Trento Sud station consisting of 9 spans with a length of 35.0 x 4 + 47.5 + 35.0 x 4 for a total length of 327.50 m. The viaduct is built with a closed box section in a mixed steel-concrete solution, with a deck width of 16.00 m and consisting of two carriageways with a width of 6.95 m. The piers are framed and the abutments are of the traditional type, both with deep foundations on piles.

Design of the buildings forming part of the «Caselle open Mall» complex, a newly built shopping centre located in the municipality of Caselle. The group of multi-storey commercial buildings is represented by the components of the “Village”, i.e. Blocks A, B, C, D, E. The Village area is then directly connected to the other two commercial macro-areas called “Food Court” (Block N) and the Premium (Block M).
The static structural scheme is common for all the buildings making up the Village: they are all made up of steel beams and columns of the pendular type, braced with RC cores and walls.

The foundations of all the buildings are shallow and consist of a grating of inverted beams with a rectangular section between 1 and 1.5 m in height, connected by a 30 cm thick slab. The foundations of the cores are slabs with a thickness equal to that of the connected inverted beams. The evaluation of the elastic constants of the soil in dynamic conditions was carried out according to the Gazetas formulation. The pressure of the soil on the retaining walls was evaluated according to Wood’s theory.

This work is carried out as part of the completion of the A31 “Valdastico” motorway to the south, in the section between Vicenza and Rovigo (from km. 6 + 041 to km. 6 + 573).

The two pylons, one on the side towards Vicenza and the other on the side towards Rovigo, support two lateral spans of 62 m and a central one with a 140 m span by means of cable stays.

The two antennas have an “H” frame shape and are made of reinforced concrete up to a height of about 31.5 m from the ground level; beyond this height, corresponding to the intrados of the upper crosspiece, in metal tube, they extend for a further height of 19m and are made with two steel sections connected by a steel transverse beam.

Executive design of the reinforced concrete abutments to support the arched railway deck. The abutment SP1 (fixed) is of the box-like type for the passage of the viability along the canal Naviglio Grande and has a longitudinal length of over 10 m and a width of 16 m.

The SP2 abutment (free) is of the traditional type and extends longitudinally for about 6m while the width is identical to that of the SP1 abutment. Both substructures have shallow foundations. The design also involved the provisional works carried out for the construction phases of the abutments, for example Larsen-type sheet piling.