Research Article
In Situ Creep Model Testing for the Tunnel Anchor Foundation of Xingkang Suspension Bridge in Luding of China
Table 4
Summary of the parameters used for sensitivity of strain.
| | Elastic moduli E1 (GPa) | 0.1 | 0.2 | 0.3 | 0.4 | 0.5 | 0.6 | | Elastic moduli E2 (GPa) | 1 | 2 | 3 | 4 | 5 | 6 | | Coefficient of viscosity η1 (GPa·h) | 5 × 102 | 1 × 103 | 5 × 103 | 1 × 104 | 5 × 104 | 1 × 105 | | Coefficient of viscosity η2 (GPa·h) | 1 | 5 | 10 | 20 | 50 | 100 | | Load | 1.0 Nm | 3.5 Nm | 7.0 Nm | | | | | Time (h) | 98 | 168 | 189 | | | |
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