ABSTRACT
The static load test set comprised of the following elements (Figure 3):
− bored test pile of 1500 mm diameter, enlarged in the bedrock to a 1800 mm diameter base, fitted
made for safety reasons not to continue with the test and the planned final 15,0 MN load step was not carried out. The static load test on pile TP-V2 was performed in accordance with the test plan up to design load of 15,0 MN. The total settlement at 15,0 MN load was 9,32 mm, of which permanent deformation after unloading was 4,48 mm (48%) and elastic deformation 52% (Figure 4).
