Table 5 Basic physical properties of the undisturbed soil sample R1 in Renqiu.
From: Creep behavior of clayey soil and its model prediction in the Cangzhou land subsidence area
Soil sample number | Depth (m) | Water content w (%) | Specific gravity Gs | Void ratio e | Liquid limit WL (%) | Plastic limit WP (%) | Plasticity index IP | Saturation Sr (%) | Gravity stress (kPa) |
|---|---|---|---|---|---|---|---|---|---|
R1 | 58.86 | 25.9 | 2.73 | 0.727 | 35.8 | 20.2 | 15.6 | 97.2 | 780.0 |
