Research Article
Dynamic Response of a Rigid Pavement Plate Based on an Inertial Soil
Table 1
Displacement versus soils parameters for different values of
(
;
;
) at time
s.
| | = 0.5 | = 0.7 | = 1.0 |
| | = 0.5 | | | | | = 1.662 × 108 | 3.77 × 10−4 m | 3.78 × 10−4 m | 5.73 × 10−4 m | | = 2.596 × 106 | | = 252.326 |
| | = 2.5 | | | | | = 3.325 × 107 | 5.27 × 10−4 m | 5.50 × 10−4 m | 7.08 × 10−4 m | | = 1.298 × 107 | | = 1261.63 |
| | = 5 | | | | | = 1.662 × 107 | 5.36 × 10−4 m | 5.8 × 10−4 m | 7.81 × 10−4 m | | = 2.596 × 107 | | = 2523.26 |
| | = 7.5 | | | | | = 1.108 × 107 | 5.48 × 10−4 m | 5.73 × 10−4 m | 8.48 × 10−4 m | | = 3.894 × 107 | | = 3784.89 |
| | = 10 | | | | | = 8.311 × 106 | 5.13 × 10−4 m | 5.77 × 10−4 m | 9.37 × 10−4 m | | = 5.192 × 107 | | = 5046.52 |
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