Research Article
Field Measurement of Dynamic Compressive Stress Response of Pavement-Subgrade Induced by Moving Heavy-Duty Trucks
Table 3
Maximum dynamic stress at different truck speeds.
| Truck loading (kN) | Depth (m) | Truck speed (km/h) | 80 | 70 | 60 | 50 | 40 | 30 | 20 | 10 | 5 |
| 328.9 | 0.19 | −74.9 | −79.7 | −62.2 | −81.9 | −75.7 | −66.2 | −54 | −73.9 | −72.9 | 0.62 | −25.3 | −27.5 | −26.2 | −24.8 | −24.3 | −24.1 | −20.9 | −20.5 | −13.2 | 1.42 | −24.2 | −20.8 | −19.7 | −19.4 | −18.8 | −19.7 | −18 | −18.4 | −9.4 | 2.12 | −15 | −12 | −15.9 | −16.8 | −14.7 | −14.1 | −13.7 | −9 | −6 | 3.12 | −9.6 | −7.9 | −6.3 | −8.3 | −9.6 | −7.6 | −7.6 | −6.3 | −3.6 |
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