Verification of bearing capacity for column foundation with increased loadings by using the Observational Method, cf. EN 1997:2007 (combination of PLAXIS bearing capacity calculations using increased soil strength below foundation area due to consolidation – SHANSEP approach – and settlement assessment developed for the past 60 years).
Location: Denmark, Aarhus
Client: A. Enggaard A/S
Assessment of settlementsFoundation designObservational method design