Research Article
Optimization of Structure Parameters of Airfield Jointed Concrete Pavements under Temperature Gradient and Aircraft Loads
Figure 9
Maximum tensile stress given the combined effects of different temperature gradients and the aircraft load. (a) 60°C·m−1 and slab edge load. (b) −60°C·m−1 and slab corner load.
| (a) |
| (b) |