Research Article
Field-Obtained Soil-Water Characteristic Curves of KPK Expansive Soil and Their Prediction Correlations
Table 1
Physical and swelling properties of the investigated soil.
| Sample designation | Depths (ft) | Physical properties | Atterberg’s limits (%) | USCS | γdmax kN/m³ | OMC % age | | FSI (%) | | | | |
| Site A | 0–2 | 16.2 | 18.2 | 2.61 | 32.5 | 55 | 21 | 34 | 6 | CH | 2–4 | 17.6 | 17.5 | 2.62 | 33.3 | 52 | 18 | 34 | 8 | 4–6 | 18.0 | 19.0 | 2.60 | 34.0 | 60 | 22 | 38 | 10 |
| Site B | 0–2 | 17.0 | 16.0 | 2.64 | 32.4 | 58 | 19 | 39 | 10 | CH | 2–4 | 18.2 | 18.0 | 2.62 | 33.0 | 61 | 23 | 38 | 13 | 4–6 | 19.0 | 15.8 | 2.62 | 32.8 | 59 | 22 | 38 | 12 |
| Site C | 0–2 | 16.0 | 17.8 | 2.59 | 29.0 | 47 | 25 | 22 | 8 | CL | 2–4 | 17.5 | 19.0 | 2.58 | 28.5 | 45 | 22 | 23 | 8.5 | 4–6 | 18.3 | 16.4 | 2.63 | 29.5 | 44 | 22 | 22 | 9 |
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