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 piles). Bored piles, Ø800 mm, of length up to 60 m and driven hollow spun piles Ø600/420 mm.
Client: FL Smidth A/S
Years: 2005 - 2007
Cement plantsInternational geotechnical workPile foundations