Table 4 Parameters of the classical creep models for the soil sample N3.
From: Creep behavior of clayey soil and its model prediction in the Cangzhou land subsidence area
Soil sample number | Model name | P (MPa) | EH (MPa) | EK (MPa) | \(\eta\) (MPa min) | \(\eta_{1}\) (MPa min) |
|---|---|---|---|---|---|---|
N3 | Kelvin model | 0.1 | 4.276 | 1673.397 | ||
0.4 | 5.346 | 65.737 | ||||
0.8 | 6.481 | 66.838 | ||||
1.6 | 11.946 | 61.922 | ||||
3.2 | 26.289 | 185.513 | ||||
Maxwell model | 0.1 | 4.276 | 5517.496 | |||
0.4 | 5.346 | 4398.110 | ||||
0.8 | 6.481 | 4163.015 | ||||
1.6 | 11.946 | 4810.323 | ||||
3.2 | 26.289 | 6731.664 | ||||
Merchant model | 0.1 | 4.276 | 0.274 | 4852.449 | ||
0.4 | 5.346 | 1.026 | 1104.430 | |||
0.8 | 6.481 | 1.015 | 671.624 | |||
1.6 | 11.946 | 1.216 | 637.191 | |||
3.2 | 26.289 | 1.746 | 444.128 | |||
Burgers model | 0.1 | 4.276 | 0.005 | 7465.929 | 5518.263 | |
0.4 | 5.346 | 1.904 | 558.007 | 9721.543 | ||
0.8 | 6.481 | 1.626 | 482.986 | 9543.877 | ||
1.6 | 11.946 | 2.102 | 242.771 | 9654.988 | ||
3.2 | 26.289 | 3.539 | 7.202 | 9632.110 |
