Research Article
Study on the Dynamic Deformation of Road High Liquid Limit Subgrade Soil
Table 2
Strength parameters of the red clay under different compaction degrees.
| | | Remoulded samples |
| | Strength parameter | Compaction degree (%) | Undisturbed samples | | 90 | 93 | 96 | | Degree of saturation (%) | Degree of saturation (%) | | 71.5 | 77 | 83 | 106.6 |
| | Internal friction angle (°) | 26.2 | 26.3 | 26.6 | 27.6 |
| | Cohesion (kPa) | 52.2 | 58.6 | 61.5 | 53.1 |
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