Structural study of the Levante passenger wharf at the port of Mahón for the slab solution consisting of precast slabs plus cast-in-place concrete. The main characteristics of the wharf: . Approximate length of 64 m and maximum width of 25 m. . Foundation using piles of 1.5 m diameter. . Transverse beams spaced every 6 m. . 150 t bollards. . Inverted TCN 1300 A type fenders. The following work has been carried out: . Analysis of the option to use hollow-core slabs. . Optimization of structural modeling. . Optimization of pile length and reinforcement. . Optimization of pile sleeve length. . Solution for the junction located to the east. . Solution for the passage of the existing collector.
