Aarhus, Salling Mall (Extension of Roof Top)

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

Year: 2017

Assessment of settlementsFoundation designObservational method design