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Shock and Vibration
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Shock and Vibration
/
2019
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Article
/
Fig 5
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Research Article
Estimation of Cement Asphalt Mortar Disengagement Degree Using Vehicle Dynamic Response
Figure 5
Boundary effects analysis: (a) diagram of effect index; (b) effect index (
l
= 0.65 m and
d
= 1).
(a)
(b)