Research Article

Study on Compaction Effect and Process of Reclaimed Soil of Nonmetallic Mines in Xinjiang, China

Table 4

Compaction numerical simulation parameters.

Soil thickness (cm)Compaction timesMeasuring the depth of the circle (cm)Initial porosityNatural initial density of reclaimed soil (g/cm3)

301, 3, 5100.57711.29
501, 3, 510, 300.57711.29
701, 3, 510, 300.57711.29