Research Article
Study on Shear Strength Characteristics of Marine Silt Modified by Steel Slag
Table 2
Static triaxial test conditions of the sample.
| | Triaxial test type: CD | | Parameters | Numerical value |
| | Confining pressure (kPa) | 100, 200, and 300 | | Particle size of the steel slag dr (mm) | ≤2 mm | | Steel slag incorporation ratio αs (%) (silt water content 50%) | 30%, 40%, 50%, 60%, and 70% | | Particle size of the steel slag αr (%) (silt water content 70% and 90%) | 70%, 90%, and 110% |
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