Pile foundations

Responsible for design of laterally loaded pile groups exposed to wind and earthquake loading. Bored piles, Ø800 mm, of length up to 60 m and driven square piles 400x400 mm of length up to 15 m.

Client: FL Smidth A/S

Years: 2005 - 2007

Evaluation of soil conditions and likely foundations for a new production line. Planning and supervision of supplementary soil investigations. Responsible for design of laterally loaded pile group ...

Client: FL Smidth A/S

Years: 2006 - 2008

Responsible for design of laterally loaded pile groups exposed to wind and earthquake loading. Development of a simplified calculation model handling group effect for large piles groups (up to 257 ...

Client: FL Smidth A/S

Years: 2005 - 2007

Consultant for Sweco A/S. Geotechnical assessment of ground conditions for a new 12,500-tpd cement production line and recommendations for shallow foundations, raft foundations and pile raft found ...

Client: FL Smidth A/S

Years: 2015 - 2016

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 ...

Client: Steen & Strøm Denmark A/S

Year: 2013