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Dr.-Ing. Daniel Rebstock
Dr.-Ing. Stefan Vogt
Lacustrine clay (layer of 150 m); Prediction of the settlements of the pylon foundations, consisting of bored piles and soil improvement.
Results of one of the pile load tests, consisting of load and velocity controlled phases from numerical simulations in ABAQUS.
Pile capacity vs. settlement behavior of the individual piles in a pile group from a numerical simulation.