A different kind of exposure
Downtown sits away from the shoreline, and the groundwater conditions are generally less aggressive than at the Marina or the Palm. That does not mean any mix will do below ground. The soil report and your consultant set the exposure class for piles and basement walls, and our substructure mix is designed to it. In practice, the mix decisions here are driven more by placement than by chemistry.
Podium car parks and loading docks bring vehicle wear and wash-down water, and the consultant may ask for a better durability class on those slabs than for the floors above.
Transfer slabs and cores
Residential and hotel towers in Downtown often sit on retail podiums with open floor plates, which brings transfer slabs. A transfer slab carries column loads from the tower above onto a different grid below. It is deep, heavily reinforced and has to be poured continuously. A 480 m³ transfer slab is 40 truckloads, and if the street allows only a few trucks at a time, the dispatch rate becomes the critical path.
For that, the superstructure mix needs high workability to pass through congested reinforcement without honeycombing, and a retarder that keeps cold joints out if a truck is delayed. Core walls climbing on jump forms need consistent slump from one lift to the next.
Working the street
The plant is about 9 km away in a straight line, by Sheikh Zayed Road or Financial Centre Road. Traffic around the boulevard is heavy at peak hours and during events, so night pours are often both a temperature decision and an access decision. Building management and the master developer control truck stands and delivery hours, so check with them before the pour date is fixed. A 43 m boom usually covers a podium; higher pours need a placing boom.
Questions from Downtown Dubai sites
- Why are transfer slabs harder to pour?
- They are thick and full of steel, and must go in without a cold joint. The mix needs high workability and the trucks must arrive at a steady rate.
- Do Downtown basements need a special mix?
- That depends on the soil report. Your consultant sets the exposure class, and we design the substructure mix to it.