Research Article
Study on the Contact Stress Distribution Model of Asphalt Mixture Particles
Table 9
Single factor variance analysis of oil-stone ratio and parameter A.
| Difference source | SS | df | MS | F | -value | F crit |
| Intergroup | 3.04704 | 1 | 3.04704 | 1.294938 | 0.28807 | 5.317655 | Within the group | 18.82432 | 8 | 2.35304 | | | | Total | 21.87136 | 9 | | | | |
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