NGI-GBV – Reconsolidation of remoulded quick clay

This is closely correlated to dissipation of excess pore pressure and the reconsolidation of the clay after failure (and thus the evolution of the undrained shear strength with time). 

After the Gjerdrum landslide, data from triaxial tests, CPTu and more are conducted in the same locations but at different times, offering valuable insight into the reconsolidation process. This data is analysed. Hopefully, the data will make it possible to better understand the reconsolidation process and how shear strength increases after initial remoulding.