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    As to driving method, I would suppose you may need a few different sheets. Vibrating pile drivers and jetting first may take a different sheet than impact hammer driving. Driving through a well compacted sand zone probably will call for assigning a higher friction there, but is your compacted zone encompassing the full pile depth I doubt it. 1 Driven foundations 1.1 Pile foundation systems 1.2 Monopile foundation 2 Drilled piles 2.1 Under-reamed piles 2.2 Augercast pile 2.3 Pier and grade beam foundation 3 Speciality piles 3.1 Jet-piles 3.2 Micropiles 3.3 Tripod piles 3.4 Sheet piles 3.5 Soldier piles 3.6 Screw piles 3.7 Suction piles 3.8 Adfreeze piles 3.9 Vibrated stone columns.
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Web. Web. Typically, these H-piles are driven on 6 to 8 foot centers in a row, with the flanges facing each other. The concrete or timber lagging is then stacked with the ends of the flanges facing the webs so that the flanges of the H-piles retain the lagging. For additional lateral support, cross bracing or tieback systems can be used. Photo credit APE.
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