The Geopier soil improvement systems contribute to significant cost savings as no supporting plate on deep foundations is required.
The stiff Geopier floor improvement elements surrounding the improved matrix floor result in significantly lower shear and moment requirements compared to deep foundations, thus reducing concrete thickness. Depending on the construction pressures of the base plate, the underground conditions and the pier spacing, the steel reinforcement of the base plate is minimized. The structural performance of the floor plates is often analyzed using the finite element method to achieve the performance of the plates.
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