Consultant for Sweco A/S. Assessment of strength and deformation parameters for liquefied silty clay and clayey silt (cyclic degradation) to be used in bearing capacity assessment of laterally loaded bored piles. Sensitivity analysis of 55 m long bored single piles (D800mm and D1000mm) and pile rafts exposed to lateral loading (earthquake) and in liquefied soil. Pushover analysis for single piles (LPILE) and assessment of limited horizontal displacements of the pile raft for the OK Mill (supported by 49 nos. of piles) (GROUP).
Client: FL Smidth A/S
Cement plantsInternational geotechnical workPile foundations