Research Article
Effect of Cobble Content on the Shear Behaviour of Sand-Cobble Mixtures
Table 1
Shear strength and internal friction angle of sand and cobble soil with different CCs.
| | Cobble content (%) | Vertical pressure (kPa) | Shear strength (kPa) | Internal friction angle (°) |
| | 20 | 100 | 87 | 30.43 | | 200 | 150.5 | | 300 | 216 |
| | 40 | 100 | 119.5 | 31.49 | | 200 | 165 | | 300 | 232 |
| | 60 | 100 | 124.5 | 44.93 | | 200 | 200 | | 300 | 320.5 |
| | 80 | 100 | 144.5 | 48.3 | | 200 | 252 | | 300 | 344 |
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