Research Article
Mechanical Behaviors of Natural Sand Soils and Modified Soils in Heavy-Haul Railway Embankment
Table 4
Test procedures of stabilized soils.
| | Test | Confining pressure level (MPa) | Stabilizer content (%) | Curing time (day) |
| | JGN0 | 0.1 | 0 | 3 | | JGN3 | 0.1 | 3 | 3 | | JGN5 | 0.1 | 5 | 3 | | JGYH3 | 0.1 | 5 | 3 | | JGYH14 | 0.1 | 5 | 14 | | JGYH28 | 0.1 | 5 | 28 | | JGWY1 | 0.1 | 5 | 3 | | JGWY2 | 0.3 | 5 | 3 | | JGWY3 | 0.5 | 5 | 3 | | JGWY4 | 0.7 | 5 | 3 | | JGWY5 | 0.1 | 5 | 28 | | JGWY6 | 0.3 | 5 | 28 |
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