Consultant for Sweco A/S. Assessment of strength and deformation parameters for liquefied silty sand and clayey silt (cyclic degradation) to be used in bearing capacity assessment of laterally loaded bored piles. Sensitivity analyses of 60 m long bored single piles (D1000mm and D1200mm) and pile rafts exposed to lateral loading (earthquake) and in liquefied sand. Pushover analysis for single piles (LPILE).
Client: FL Smidth A/S
Cement plantsInternational geotechnical workPile foundations