Research Article
Comparative Study of Soil Grouting with Cement Slurry and Cement-Sodium Silicate Slurry
Figure 13
The relationship of vertical displacement to overload pressure: (a) initial pressure P0 = 100 kPa, (b) initial pressure P0 = 150 kPa, and (c) initial pressure P0 = 200 kPa.
| (a) |
| (b) |
| (c) |