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Figure 1:
Threshold values of PPV at the foundation level given by the different codes addressed to structures sensitive to the dynamic load and long-time vibrations.
Figure 2:
Threshold values of PPV at the foundation level given by the different codes addressed to industrial and heavy commercial buildings insensitive to the dynamic load and short-time vibrations.
Figure 3:
Dynamic Influence Scale (DIS I on the left, DIS II on the right) [21].
Figure 4:
The examined case: structure sensitive to dynamic excitation located in the vicinity of diaphragm wall installation (a); vibration monitoring made on structure (b).
Figure 5:
PPV values on the foundation level compared to the vibration limits given for the vibration-sensitive structures and long-time vibrations.
Figure 6:
The examined case: vibration-resistant structure located near the soldier pile wall realization.
Figure 7:
PPV values at the foundation level, compared to the vibration limits given for the vibration-insensitive structures and short-time vibrations.
Figure 8:
The examined case (a) and specialized measuring equipment with a computer and sensors connected to the foundation (b).
Figure 9:
Results of impact analysis of the example building.
Number of occurrences of PPV transgressions according to the most and the least restrictive codes and the average (vibration-insensitive structures and short-time vibrations).