International Scholarly Research Notices / 2016 / Article / Tab 1

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 × 1083.77 × 10−4 m3.78 × 10−4 m5.73 × 10−4 m
= 2.596 × 106
= 252.326

= 2.5
= 3.325 × 1075.27 × 10−4 m5.50 × 10−4 m7.08 × 10−4 m
= 1.298 × 107
= 1261.63

= 5
= 1.662 × 1075.36 × 10−4 m5.8 × 10−4 m7.81 × 10−4 m
= 2.596 × 107
= 2523.26

= 7.5
= 1.108 × 1075.48 × 10−4 m5.73 × 10−4 m8.48 × 10−4 m
= 3.894 × 107
= 3784.89

= 10
= 8.311 × 1065.13 × 10−4 m5.77 × 10−4 m9.37 × 10−4 m
= 5.192 × 107
= 5046.52