Research Article

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

Table 5

Physical parameters of compaction test numerical simulation.

Simulated porosityEquivalent modulus (kPa)Ratio of normal stiffness to tangential stiffnessFriction coefficient between particlesPressure (kPa)Damping ratio

0.28421.0 × 10411.333.70.7