Consultant for Sweco A/S. Planning and geotechnical soil investigations, laboratory tests and interpretation of strength- and deformation parameters (GIR = Geotechnical Interpretation Report). Development of a relationship between the water content and the undrained shear strength for heavily over consolidated clay till for w = 4 to 9%. Establishing a Geotechnical Baseline Report (GBR).
Location: Denmark, København, Østerbro
Client: HOFOR A/S
Years: 2015 - 2017