Research Article
Study on Penetration Grouting Mechanism Based on Newton Fluid of Time-Dependent Behavior of Rheological Parameters
Table 1
Elementary properties of three grouted gravel (sand) stone body.
| | Particle sizes | Proportion γs | Water content ω (%) | Density γ (g/cm3) | Permeability coefficient K (cm/s) | Porosity ϕ (%) | Number |
| | 1∼3 mm | 2.63 | 7.61 | 1.70 | 0.65 | 39.93 | Material 1 | | 3∼5 mm | 2.65 | 9.88 | 1.60 | 2.11 | 45.05 | Material 2 | | 5∼10 mm | 2.72 | 11.95 | 1.50 | 8.94 | 50.74 | Material 3 |
|
|
