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This document summarizes the design of a basement wall and associated piers and foundations. Key details include: - 500mm diameter piers at 2300mm centers, excavation depth of 8000mm. - Reinforced sprayed concrete wall 150mm thick with RL818 reinforcement does not meet bending capacity requirements. - Socket foundations achieve required bearing and shear capacities. - 16.5m long soil anchors can provide the necessary pullout capacity for an anchor reaction of 500kN.

Author

John Smith

Language

EN