Ørestad, Fields 2

Responsible for definition of load-displacement curves based on CAPWAP-measurements of D1200mm bored piles with the toe in limestone. Optimized bearing capacity analysis and deformation assessment for the pile raft (78 nos. of piles) for a new 25-storey hotel building. Tender design.

Location: Denmark, København, Ørestad

Client: Steen & Strøm Denmark A/S

Year: 2013

Assessment of settlementsFoundation designPile foundations