Research Article
Research on Design Indicators for Graded Crushed Stone Mixture Based on Vibration Molding Method
Table 4
Test results of repeated load triaxial test.
| | No. | Permanent deformation rate (10ā8) | Resilient modulus (MPa) | Raw material |
| | 1# | 0.150 | 342 | Limestone | | 2# | 0.219 | 383 | Limestone | | 3# | 0.166 | 399 | Limestone | | 4# | 0.163 | 344 | Sandstone | | 5# | 0.894 | 341 | Sandstone | | 6# | 1.712 | 311 | Tuff | | 7# | 0.277 | 329 | Limestone | | 8# | 0.486 | 387 | Limestone | | 9# | 0.231 | 356 | Limestone | | 10# | 0.118 | 318 | Sandstone | | 11# | 0.402 | 396 | Granite |
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