Advances in Civil Engineering / 2021 / Article / Tab 4 / Research Article
Calculation of Subgrade Moisture Index in Seasonally Frozen Regions considering Evapotranspiration at Subzero Temperatures and the Pavement Coverage Effect Table 4 Moisture balance calculation data.
Month P i (cm)PEi (cm) ∆m i (cm)S i (cm)/d i (cm)R i (cm)DF i (cm)1 0.37 1.37 −1.00 20.60 0 0 2 0.52 2.21 −1.69 18.91 0 0 3 0.83 4.97 −4.14 14.77 0 0 4 2.52 8.55 −6.03 8.74 0 0 5 5.40 11.76 −6.36 2.38 0 0 6 8.88 10.91 −2.03 0.36 0 0 7 11.53 11.44 0.09 0.44 0 0 8 12.19 10.25 1.94 2.38 0 0 9 6.41 7.03 −0.62 1.76 0 0 10 2.46 6.36 −3.90 −2.14 0 2.14 11 1.08 2.44 −1.36 −3.50 0 3.50 12 0.64 1.40 −0.76 −4.26 0 4.26 Total — 78.69 — — 0 9.90 −7.55 S 0 = θ 0 h = 0.18 × 120 = 21.6 cm; S max = 0.24 × 120 = 28.8 cm