Research Article
Experimental Assessments of Treating Effect on Retaining Walls for Loess Slopes under Long-Term Rainfall
Table 1
Key properties of the model soil material.
| | Parameters | Value |
| | Density (g/cm3) | 1.42 | | Water content (%) | 17.4 | | Permeability coefficient (cm/s) | 5.4 × 10−4 | | Compression modulus (MPa) | 5.58 | | Internal friction angle (°) | 27.0 | | Cohesion (kPa) | 15.0 |
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