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BAUER was invited to tender for the execution of a circular shaped diaphragm wall and foundation barrettes for the facility, a process that took considerable time working in close contact with the main contractor Hochtief. Different options and alternative technical solutions were proposed and offered during the tendering phase before Hochtief, in joint venture with vonRoll (Switzerland), awarded the project to BAUER Technologies Ltd.
The main building of the facility is placed in an excavation pit formed by the circular diaphragm wall (thickness 800mm, depth 29m, diameter of pit 52m). Due to the circular shape, the retaining wall is self supporting and does not need any anchors or horizontal struts. The main structure is constructed parallel to BAUER's works next to the circular pit. The pit will be excavated under water and once the Section of Construction process: Diaphragm Wall, Barrettes (both constructed from level +4,0m AOD) and flooded pit for floating the main structure into the pit ERF Newhaven : Newhaven United Kingdom
The main structure will be built up and the heavier it becomes the more it will sink down to the bottom of the excavation pit (step 2). To transfer the structure's load into the ground, foundation barrettes are constructed within the perimeter of the circular pit. Once the structure is lowered down completely, it will sit on the top of the barrettes.
The diaphragm wall has a perimeter of 170 linm and is constructed with 24 panels, each between 6.9m and 7.1m in length. The circular shape of the diaphragm wall was generated by arranging these 24 panels in a polygonal layout. In the corners of the polygon 24 precast stop end elements were installed in order to create a precise angle and a water tight connection between the panels. In each panel, 3 reinforcement cages were installed. Both the reinforcement cages and the precast elements were installed by connecting an upper and lower part to reach the depth of 29m.
The diaphragm wall and barrettes were completed 3 weeks ahead of schedule to bring Hochtief's overall construction scheme back on track after a delay at commencement of the project.
|Client:||Veolia Environmental Services|
|General contractor:||Hochtief Construction AG|
|Subcontractor:||BAUER Technologies Ltd|
|Construction Period:||End of July to middle of November 2008|
|Equipment:||2000m3 barettes; 34m deep, 3200x1200mm
5000m3 diaphragm wall; 29m deep, 3200x800mm