Responsible for the development of a new clinker dome concept for temporary storage of clinker material, an alternative to a piled clinker silo in soft soil conditions. Settlement and stability assessment using FEM calculations for optimizing the central tower and the surrounding disc shaped concrete slab resting on the soft soil.
Russia, Sebryakov, Clinker Dome
Location: Russia
Client: FL Smidth A/S
Year: 2009
Assessment of settlementsCement plantsFoundation designInternational geotechnical work