Research Article
Direct Shear Creep Characteristics and Microstructure of Fiber-Reinforced Soil
Table 3
Long-term strength of different samples.
| Sample | Fiber length (cm) | Fiber content (%) | Long-term strength (kPa) |
| A | ā | ā | 283 | B1 | 1.5 | 0.2 | 325 | B2 | 1.5 | 0.6 | 360 | B3 | 1.5 | 1.0 | 300 |
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