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).
Skærbækværket, Pile foundation for power plant chimney
Location: Denmark, Skærbæk Power Plant
Client: A.J. Moe AS, Rødovre
Year: 1993
Pile foundations