Research Article
Calculation of Capillary Rise Height of Soils by SWCC Model
Table 5
Equivalent radius calculated form of soil sample of CL with compaction degree 0.9.
| (kPa) | (g/g) | (%) | (cm3/g) | (Å) | (Å) | (Å) | (cm3/g) | (Å) | (cm3/g) |
| 200 | 0.176 | 99.85 | 0.176 | 7200 | 41.827 | 7241.8 | — | — | — | 300 | 0.168 | 99.78 | 0.168 | 4800 | 36.539 | 4836.5 | 0.008 | 6039.2 | 0.008 | 400 | 0.152 | 99.71 | 0.152 | 3600 | 33.198 | 3633.2 | 0.016 | 4234.9 | 0.024 | 500 | 0.137 | 99.64 | 0.137 | 2880 | 30.818 | 2910.8 | 0.015 | 3272.0 | 0.039 | 600 | 0.124 | 99.57 | 0.124 | 2400 | 29.001 | 2429.0 | 0.013 | 2669.9 | 0.052 | 700 | 0.114 | 99.49 | 0.114 | 2057 | 27.549 | 2084.7 | 0.010 | 2256.8 | 0.062 | 800 | 0.101 | 99.42 | 0.101 | 1800 | 26.349 | 1826.3 | 0.013 | 1955.5 | 0.076 | 900 | 0.089 | 99.35 | 0.089 | 1600 | 25.335 | 1625.3 | 0.011 | 1725.8 | 0.087 | 1000 | 0.081 | 99.28 | 0.081 | 1440 | 24.461 | 1464.5 | 0.008 | 1544.9 | 0.095 | 1100 | 0.072 | 99.20 | 0.072 | 1309 | 23.696 | 1332.8 | 0.010 | 1398.6 | 0.104 | 1200 | 0.063 | 99.13 | 0.063 | 1200 | 23.018 | 1223.0 | 0.009 | 1277.9 | 0.113 | 2000 | 0.054 | 98.56 | 0.054 | 720 | 19.414 | 739.4 | 0.009 | 981.2 | 0.122 | 4000 | 0.048 | 97.14 | 0.048 | 360 | 15.409 | 375.4 | 0.006 | 557.4 | 0.128 | 6000 | 0.036 | 95.74 | 0.036 | 240 | 13.461 | 253.5 | 0.012 | 314.4 | 0.140 | 10000 | 0.025 | 93.00 | 0.025 | 144 | 11.354 | 155.4 | 0.011 | 204.4 | 0.150 | 20000 | 0.018 | 86.48 | 0.018 | 72 | 9.011 | 81.011 | 0.007 | 118.2 | 0.158 |
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