Research Article
A Novel Incipient Evaluation Method for Postconstruction Settlement by Using a Statistic Approach with Time-Extended Loading Test
Table 1
Parameters of elastic rubber cushions.
| Composite Subgrade Type | Elastic cushion parameters Minimum thickness | Comments |
| Flexible pile | h/E = 3 to 10 [mm/MPa] (h ≥ 20 mm) | For h = 20 mm, the range of E is 2 to 8 MPa; | Semi-rigid pile | h/E = 6 to 15 [mm/MPa] (h ≥ 40 mm) | For h = 40 mm, the range of E is 4 to 8 MPa | Rigid pile | h/E = 9 to 20 [mm/MPa] (h ≥ 60mm) | For h = 60 mm, the range of E is 6 to8 MPa |
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