Research Article
A Study on Dynamic Amplification Factor and Structure Parameter of Bridge Deck Pavement Based on Bridge Deck Pavement Roughness
Figure 6
The relationship between and . (a) IRI = 0.5, (b) IRI = 2, (c) IRI = 4, (d) IRI = 6, (e) IRI = 8, and (f) IRI = 10.
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(b) |
(c) |
(d) |
(e) |
(f) |