Advances in Civil Engineering / 2021 / Article / Tab 6 / Research Article
Calculation of Subgrade Moisture Index in Seasonally Frozen Regions considering Evapotranspiration at Subzero Temperatures and the Pavement Coverage Effect Table 6 PE values for different soil types in Zone II1 (cm).
Month Meteorological station Suifenhe (SFH) Mudanjiang (MDJ) Jixi (JX) Linjiang (LJ) Yanji (YJ) Dandong (DD) Benxi (BX) 1 1.05 0.75 1.02 0.69 1.37 2.47 1.42 2 1.62 1.47 1.74 1.49 2.21 3.33 2.34 3 4.01 4.36 4.55 4.20 4.97 5.64 5.47 4 7.90 8.51 8.78 7.85 8.55 8.33 10.04 5 11.03 12.24 12.75 10.77 11.76 10.93 13.26 6 10.40 12.27 12.37 11.35 10.91 11.12 13.29 7 10.97 12.55 12.72 11.56 11.44 10.40 12.32 8 9.63 10.70 10.70 10.00 10.25 10.74 10.93 9 6.80 7.31 7.64 6.61 7.03 8.70 8.27 10 5.04 4.61 5.28 4.20 6.36 6.26 5.74 11 2.33 1.93 2.30 1.71 2.44 3.65 2.75 12 1.19 0.80 1.07 0.70 1.40 2.47 1.55 Total PE at subzero temperature 10.20 9.32 10.68 8.80 12.39 8.27 10.78 Total PE at mean annual temperature 71.97 77.50 80.93 71.14 78.69 84.03 87.37 Proportion of PE at subzero temperature (%) 14.2 12.0 13.2 12.4 15.7 9.8 12.3