To form sheet pile retaining wall, we need vibratory hammer to drive piles into the soil. Then how to select the hammer?
Vibratory hammer selection should meet three basic conditions :
1) Excitation force of vibratory hammer P0 should be equal to or greater than the sinking components being vibrated and soil’s dynamic lateral friction Tv ;
2) The total weight of vibratory hammer system Q0 should be greater than the driven components’ dynamic tip resistance Rv ;
3) Work rate of vibratory hammer system A0 should be greater than the minimum required amplitude A0 when driven components go through soil layers.
Note: For more information, please read Vibratory Hammer in Sheet Pile Driving
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