Table 4 Summary of PLAXIS analysis results
From: Numerical modelling of traffic-induced dynamic loading on a two-story residential building
| Â | Static load | Roller | Truck | ||
|---|---|---|---|---|---|
Dynamic load | Free vibration | Dynamic load | Free vibration | ||
Extreme total displacement (mm) | 18.96 | 22.03 | Â | 6.88 | Â |
Extreme effective mean stress (kPa) | 110.50 | 112.81 | Â | 109.77 | Â |
Extreme total principal stress (kPa) | 232.54 | 279.29 | Â | 228.35 | Â |
Maximum vertical deformation under footing 1 (mm) | 18.61 | 17.78 | 9.03 | 6.36 | 4.49 |
Maximum vertical deformation under footing 2 (mm) | 18.61 | 14.64 | 11.05 | 3.90 | 2.34 |
Differential settlement between footings 1 and 2 (mm) | 0 | 3.14 | -2.02 | 2.46 | 2.15 |