Shock and Vibration

Research Article

Response Characteristics Analysis and Fatigue Life Assessment of Asphalt Pavement around the Manhole

Table 1

Initial condition values under different working conditions.
Working conditionInitial condition for Initial condition for
(4%, 0.01 m, 30 km/h)[0 0.33 0 0.33 0 0.33 0 0.33 0 0]T[Y1 (1, t1) Y1 (2, t1) Y1 (3, t1) Y1 (4, t1) Y1 (5, t1) Y1 (6, t1) Y1 (7, t1) + 0.01 Y1 (8, t1) 0 0 0 0]T
(4%, 0.03 m, 30 km/h)[0 0.33 0 0.33 0 0.33 0 0.33 0 0]T[Y1 (1, t1) Y1 (2, t1) Y1 (3, t1) Y1 (4, t1) Y1 (5, t1) Y1 (6, t1) Y1 (7, t1) + 0.03 Y1 (8, t1) 0 0 0 0]T
(4%, 0.06 m, 30 km/h)[0 0.33 0 0.33 0 0.33 0 0.33 0 0]T[Y1 (1, t1) Y1 (2, t1) Y1 (3, t1) Y1 (4, t1) Y1 (5, t1) Y1 (6, t1) Y1 (7, t1) + 0.06 Y1 (8, t1) 0 0 0 0]T