Effects of Variable Proportions of Concrete Fragments on Urban Soil Moisture Transport: An Experimental and Simulation Study

Table 5

Fitting results of cumulative infiltration volume and infiltration time.

Treatment				RRMSE	NS
T0	6.4002	0.6052	0.9988	0.0230	0.9989
T1	10.9456	0.5317	0.9993	0.0161	0.9993
T2	11.9468	0.5285	0.9995	0.0137	0.9995
T3	8.3511	0.5725	0.9991	0.0194	0.9991