Table 6 Values of variables at each level of loading in the NCE_CS model for R1.
From: Creep behavior of clayey soil and its model prediction in the Cangzhou land subsidence area
Soil sample number | Loads (MPa) | Ese (MPa) | W | LR |
|---|---|---|---|---|
R1 | 0.325 | 12.22 | 2.4 | 3.25 |
0.65 | 13.871 | 1.2 | 6.5 | |
0.975 | 15.373 | 0.8 | 9.75 | |
1.3 | 16.94 | 0.6 | 13.0 |
