Dock construction Hedland port, Australia

Grand Piling supplied sheet pile,steel tie rods, wailings and capping beams for this project. Total quantity is 755 tons.All shipment are done by one time in containers. Since all products and accessories are produced by us,all products are compatible well with each other. Capacity of the waling beam was designed to maintain a factor of safety of 1.2 in static conditions and 1.1 in seismic conditions. The Anchor Piles had no coating.Anchor Wall Component Capacities The design of the sheet pile system was performed in accordance with the requirements of BS5950-1. In determining required structural capacity, the full yield strength of the material was utilized. Capacity of the Main Wall Components will then be compared with the loads determined in Retaining Wall Design Calculations Report. Corrosion was considered for a period of 35 years. Coating Requirements The specified coating for the sheet piles is for shot blasting to SA2.5 followed by 2 layers of 250 micron Jotamastic 87.

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