Research Article
Correlation of Unconfined Compressive Strength (UCS) with Compaction Characteristics of Soils in Burayu Town
Table 9
Validation of the prediction model.
| Sample code | Actual UCS (kPa) | MDD (g/cm3) | OMC (%) | Predicted UCS (kPa) | Variation in (%) |
| C-1 | 275 | 1.31 | 30.5 | 271.2 | 1.4 | C-2 | 463 | 1.35 | 33.8 | 471.2 | 1.8 | C-3 | 370 | 1.34 | 31.9 | 377.2 | 1.9 | C-4 | 256 | 1.327 | 29.623 | 263 | 2.7 | C-5 | 334 | 1.311 | 32.154 | 340.4 | 1.9 | C-6 | 446 | 1.346 | 33.627 | 457.6 | 2.6 | C-7 | 433 | 1.33 | 34.168 | 453.7 | 4.8 | C-8 | 268 | 1.302 | 31.012 | 279.1 | 4.1 | C-9 | 243 | 1.293 | 30.269 | 234.1 | 3.8 | C-10 | 344 | 1.324 | 31.621 | 339.8 | 1.2 |
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