Research Article
Construction Quality Control Study of Double-Layer Continuous Paving for Large-Thickness Cement-Stabilized Base
Table 7
Test results of the horizontal evenness of the lower layer (mm).
| Test section | Position | Before the disturbance | After the disturbance | Detection value | Average | Detection value | Average |
| 1 | Cross section 1 | 2.0 | 2.5 | 2.5 | 3.5 | 2.6 | 4.5 | 4.0 | 5.5 | 5.0 | 4.8 | Cross section 2 | 3.0 | 4.0 | 3.5 | 2.5 | 3.3 | 5.5 | 7.5 | 6.5 | 4.0 | 5.9 | Cross section 3 | 4.0 | 2.5 | 3.5 | 3.0 | 3.3 | 4.5 | 5.0 | 6.5 | 6.5 | 5.7 |
| 2 | Cross section 1 | 2.1 | 2.6 | 2.5 | 3.6 | 2.7 | 4.3 | 3.8 | 5.4 | 4.8 | 4.5 | Cross section 2 | 3.1 | 4.0 | 3.6 | 2.6 | 3.3 | 4.9 | 6.8 | 6.0 | 3.6 | 5.3 | Cross section 3 | 4.0 | 2.6 | 3.6 | 3.1 | 3.3 | 4.2 | 4.9 | 6.2 | 6.4 | 5.4 |
| 3 | Cross section 1 | 2.1 | 2.7 | 2.7 | 3.6 | 2.8 | 4.4 | 3.8 | 5.3 | 4.8 | 4.5 | Cross section 2 | 3.1 | 4.1 | 3.7 | 2.6 | 3.4 | 4.8 | 6.8 | 6.0 | 3.6 | 5.3 | Cross section 3 | 4.2 | 2.7 | 3.6 | 3.1 | 3.4 | 4.1 | 4.8 | 6.3 | 6.3 | 5.4 |
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