We offer sheet pile systems, an earth retention and excavation support technique that retains soil, using steel sheet sections with interlocking edges. In accordance with design requirements the sheet pile are installed in depths along the planned excavation site perimeter. The interlocked sheet pile form a wall for permanent or temporary lateral earth support with reduced groundwater permeabiliy. Anchors can be included to provide additional lateral support if required. The ability of a sheet pile section to perform is dependent upon its geometry and the soils it is driven into. The pile transfers pressure from the high side of the wall to the soil in front of the wall.
There are permanent and temporary applications. Permanent sheet pile remain in the ground and serve as permanent retaining structures. Temporary sheet pile are designed to provide safe access for construction, and are then removed.
Hot rolled and cold formed are two primary methods of manufacturing sheet pile. While there are key differences between these two methods, the most important distinction is the interlock. Since hot rolled sheet piling are produced from steel at high temperatures, the interlock tends to be tighter than its cold formed counterpart. Normally, looser interlocks are not recommended in extremely hard driving conditions or for walls requiring low permeability. Hot rolled sheet piling are generally larger and have a broader range of strengths than cold form sheet pile, but there is a large overlap between the two, especially in the most common sizes.
So far, we have utilized sheet piles in order to support excavations for below grade parking structures, basements, pump houses, and foundations, construct cofferdams, and to construct seawalls and bulkheads. Permanent sheet pile are designed to provide a long service life.
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