Theoretical analysis of pavement deflection response sensitivity under steady-state excitation
The change of pavement structure strength index (PSSI) is not obvious, making it difficult to reveal the evolution of pavement structure strength sensitively. Therefore, a simplified pavement vibration differential model was established under a steady-state excitation. Through numerical analysis, th...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Elsevier
2021-09-01
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| Series: | International Journal of Transportation Science and Technology |
| Subjects: | |
| Online Access: | http://www.sciencedirect.com/science/article/pii/S2046043020300538 |