Research Article
Experimental Assessments of Treating Effect on Retaining Walls for Loess Slopes under Long-Term Rainfall
Table 2
Similarity ratios of the test model.
| | Parameters | Similarity relation | Similarity constant |
| | Geometric dimension (L) | CL | 10 | | Density (ρ) | Cρ | 1 | | Gravity acceleration () | | 1 | | Stress (σ) | Cσ = | 10 | | Strain (ε) | Cε = 1 | 1 | | Displacement (s) | Cs = CL | 10 | | Cohesion (C) | CC = | 10 | | Internal friction angle (φ) | Cφ = 1 | 1 | | Rainfall intensity (Cq) | Cq = | |
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