Research Article
Indirect Estimation of Swelling Pressure of Expansive Soil: GEP versus MEP Modelling
Table 2
Experimental database of the input parameters and output parameter collected from the past literature.
| S. nos | References | Input parameters | Outputs | CF | | IP | Gs | ρdmax | | Sp | | Sand | Silt | Ps |
| 1 | [26] | 70 | 31 | 12.9 | 2.7 | 16.8 | 18.4 | 14.9 | 12.1 | 7.0 | 15.0 | 139 | 2 | [97] | 43 | 50 | 20.5 | 2.8 | 17.5 | 21 | 9.39 | 8.9 | 18.0 | 26.0 | 249 | 3 | [98] | 55 | 72 | 45 | 2.7 | 16.2 | 19 | 68 | 19.0 | 2.7 | 38.0 | 210 | 4 | [99] | 72.5 | 74 | 35 | 2.66 | 17.55 | 19 | 5.43 | 2.2 | 4.0 | 23.5 | 270 | 5 | [100] | 23 | 78 | 34 | 2.77 | 13.5 | 32 | 0 | 0.0 | 2.0 | 75.0 | 65 | 6 | 55 | 94 | 54 | 2.78 | 15.1 | 28 | 0.6 | 0.2 | 28.0 | 20.0 | 73 | 7 | 48 | 59 | 37 | 2.75 | 19 | 7 | 13.3 | 5.3 | 28.0 | 20.0 | 221 | 8 | [101] | 26 | 58.5 | 33 | 2.7 | 16.5 | 19 | 2.7 | 19.0 | 22.0 | 27.5 | 75 | 9 | 58 | 63 | 35.5 | 2.7 | 14.5 | 26 | 1.3 | 26.0 | 4.7 | 36.0 | 89 | 10 | 41 | 64 | 35.5 | 2.7 | 15 | 28.5 | 4.49 | 28.5 | 18.0 | 26.0 | 59 | 11 | 19 | 43 | 21.5 | 2.68 | 14 | 25 | 3.4 | 25.0 | 13.0 | 67.0 | 29 | 12 | 43 | 57.5 | 28.5 | 2.69 | 15.5 | 26.5 | 5.05 | 26.5 | 15.0 | 29.0 | 125 | 13 | | 38 | 55 | 39 | 2.7 | 15.8 | 18.2 | 80 | 18.2 | 12.0 | 28.0 | 185 | | | | | | | | | | | | | | 197 | [102] | 23 | 55 | 30 | 2.65 | 18.3 | 15 | 7.6 | 11.0 | 11.0 | 74.0 | 153.6 | 198 | [103] | 22 | 55 | 37 | 2.69 | 16.33 | 19 | 8.8 | 3.5 | 34.3 | 31.8 | 183.4 | 199 | 20 | 46 | 26 | 2.66 | 16.93 | 19 | 6.2 | 2.5 | 11.0 | 65.0 | 88.3 | 200 | [104] | 31 | 29 | 9 | 2.56 | 17.55 | 17 | 2.4 | 1.0 | 5.0 | 50.1 | 210 |
|
|