Research Article
Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
Table 6
Test results in the static triaxial test.
| | No. | Internal friction angle (°) | Cohesive force (kPa) | Shear strength (kPa) | Raw material |
| | 1# | 48.7 | 40.1 | 495 | Limestone | | 2# | 49.5 | 51.9 | 520 | Limestone | | 3# | 51.1 | 39.2 | 534 | Limestone | | 4# | 45.6 | 20.3 | 428 | Sandstone | | 5# | 44.9 | 13.7 | 412 | Sandstone | | 6# | 44.8 | 6.9 | 404 | Tuff | | 7# | 48.4 | 49.3 | 499 | Limestone | | 8# | 49.1 | 37.8 | 499 | Limestone | | 9# | 48.9 | 46.1 | 504 | Limestone | | 10# | 47.2 | 8.4 | 440 | Sandstone | | 11# | 51.2 | 9.5 | 507 | Granite |
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