Skærbækværket, Pile foundation for power plant chimney

Elastic-, plastic- and shake-down analyses for existing pile foundation subjected to new loading from enlarged chimney.

Calculations carried out with the software packages: PIPLA (for 2D and 3D pile groups).

Location: Denmark, Skærbæk Power Plant

Client: A.J. Moe AS, Rødovre

Year: 1993

Pile foundations