TEST 16 - RCK16 : 1m radius centrifuge experiment on clayey levee behavior under ground motions

We repeated Experiment 14 (9m radius) on a smaller scale (1m radius). Goal of Exp 16 was to investigate the change in rate of secondary compression after imposing moderate shear strain amplitudes to the peat foundation. We selected and scaled two motions specific to that purpose. The slow data records show that we spun the model at different g-levels and for a long time, in order to pre-consolidate the peat before the shaking.