Abstract
The paper describes the results of dynamic pile tests performed accounting to wave impact theory and analyzed utilizing specific devices and program codes as PDI and CAPWAP. It is noted, that the program codes do not take into account an occurrence of soil plugging during pile driving process. The results of pile tests utilizing wave impact theory, strain gauges and accelerometers are processed and compared to the theoretical solution of the wave equation, which describes pile driving process allowing for soil plugging.
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