Table 1.
Physical and mechanical parameters of pre-disintegrated carbonaceous mudstone.
Table 2.
Description of three working conditions.
Fig 1.
Pavement structure model diagram.
Fig 2.
Schematic layout of measurement points.
Table 3.
Calculation parameters of embankment and pavement structure.
Fig 3.
Stress time history curve of monitoring point 1.
Fig 4.
Stress time history curve of monitoring point 2.
Fig 5.
Stress time history curve of monitoring point 3.
Fig 6.
Stress time history curve of monitoring point 4.
Fig 7.
Stress time history curve of monitoring point 1.
Fig 8.
Stress time history curve of monitoring point 2.
Fig 9.
Stress time history curve of monitoring point 3.
Fig 10.
Stress time history curve of monitoring point 4.
Fig 11.
Stress time history curve of monitoring point 1.
Fig 12.
Stress time history curve of monitoring point 2.
Fig 13.
Stress time history curve of monitoring point 3.
Fig 14.
Stress time history curve of monitoring point 4.
Fig 15.
Displacement time history curves at different depths.
Fig 16.
Displacement time history curves at different depths.
Fig 17.
Displacement time history curves at different depths.