Mohamed EL Amine SOUAI

Overpass PK 7+400 — single 33.40 m span, precast girder bridge (VIPP)
• Design of the overpass; structure seting-out.
• Modelling of the structure in MIDAS Civil 2022.
• Preparation of the geotechnical synthesis for pile bearing capacity calculations, using GEO5.
• Preparation of formwork and reinforcement drawings and calculation notes: piles, pile cap, abutment elevation, deck.
• Design of the 33.40 m girder prestressing by post-tensioning and deck slab design.
• Justification calculation notes for girders showing a strength deviation from specification (fc28 non-conformance).
• Internal construction acceptance checks: inspection of prestressing tendon profile and alignment.
• 3D phasing and rendering animations (SketchUp, Twinmotion).
Bridge PK 06+258 — 15 spans of 33.40 m, VIPP girders, 650 m
• Justification calculation notes for pile eccentricity under supports.
• Justification calculation notes for girders showing a strength deviation.
• Technical coordination meetings with COSIDER

• Prepared design calculation notes for box culverts using Robot Structural Analysis.
• Prepared formwork and reinforcement drawings for box culverts.

• Study and design of a railway viaduct.

• Site supervision of road works on RN/05.

• Site supervision of AADL housing construction works.