1. Prediction of Ground Vibrations During Pile Driving
While, the boundaries of geometry was used the distance of 340 meter and the depth was 40 meter to obtain the maximum range of vibration, where the ppv that indicated from the modell shows the the vibrations would not affected to the damage of building structure. 2.1 Material Modell The parameter that used for this modell are obtained from the correlation of N-SPT value as an input parameter of ground vibrations modell using finite element method. ... The pile was located on the right side of geometry with length 33 m and diametre 0,35 m, it was added dynamic load (~A) on the middle sur...
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