Research Article
Analysis of Large-Strain Consolidation Behavior of Soil with High Water Content in Consideration of Self-Weight
Table 2
Comparison of calculation results for consolidation of working condition C [
30].
| | Predictor | Program | Number of layers | Final height (ft) | Time (days) | One-year profile | | Height (ft) | Base, | Base, (psf) |
| | B&CI | QSUS3, QSNS2 | 100 | 8.0 | Infinite | 17.0 | 6.49 | 324.5 | | B&CI | ULTDRAIN | — | — | — | — | — | — | | N'Wstrn | — | — | 8.8 | 2,460 | 18.5 | — | — | | UF | QSUS | 50 | 17.8 | Infinite | 16.8 | 6.09 | 323.1 | | UF | QSUS | 500 | 8.0 | Infinite | 14.7 | 6.44 | 322.9 | | UF | C. FORM | — | 8.0 | Infinite | — | — | — | | WES | PCDDF | 500 | 8.1 | 9,700 | 14.9 | 6.45 | 322.1 | | UCONN | — | 20 | 8.2 | 5,206 | 15.6 | 6.47 | 323.1 | | A and assoc | SLUQUIS | 100 | 8.0 | 1,642 | 14.7 | 6.44 | 323 | | McGill | — | 10 | 8.6 | 3,650 | 14.9 | 6.40 | 326 | | UF | UF-McGS | 20 | 8.1 | 6,476 | 14.8 | 6.44 | 325.3 | | TAGA | TAILS | 40 | 8.6 | 5,174 | 14.3 | 6.60 | 323 | | ALSC of this paper | 100 | 8.0/(2446 mm) | Infinite | 14.7/(4468 mm) | 6.47 | 321.2/(15.38 kPa) | — | | Average | — | — | 8.2 | — | 15.6 | 6.44 | 323.7 |
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