The Site GDF project involves the design and execution of a complete shoring and dewatering system to support a deep excavation reaching a depth of 8 meters. The retaining structure is constructed using 750 mm spaced bored piles, installed at calculated intervals to ensure stability during all excavation stages. To counteract lateral pressures from surrounding soil and groundwater, the system incorporates one row of prestressed ground anchors, providing controlled and secure support.

The geological profile consists of soft yellowish sandy clay overlying a cemented sand layer, presenting challenges that required precise drilling, anchoring, and monitoring. Due to the high groundwater table, a deep well dewatering system was deployed to lower water levels below the final excavation depth, ensuring dry, safe, and stable working conditions throughout construction activities.