Research Article

Influencing Factors and Prediction Model for the Antierosion Performance of Cement-Improved Loess Compacted Using Different Compaction Methods

Table 8

The predicted parameters of the scouring coefficient.

Compaction methodabcdR2

VVCM−548.61−77.51511.4079.120.98
QSCM−416.07−71.38359.7074.280.98