Research Article
Development of Deflection Prediction Model for Concrete Block Pavement Considering the Block Shapes and Construction Patterns
Table 2
Summary of average, standard deviation, and normalized deflection for each pattern.
| | | Load (N) | | | | | |
| Stretcher bond | Average | 9146.4 | 1.172 | 0.436 | 0.124 | 0.511 | 0.140 | Standard deviation | 91.6 | 0.023 | 0.061 | 0.014 | 0.045 | 0.021 | Normalized to 9000 N | 9000.0 | 1.153 | 0.429 | 0.122 | 0.503 | 0.138 |
| Basket weave | Average | 8729.9 | 1.026 | 0.487 | 0.103 | 0.573 | 0.154 | Standard deviation | 78.8 | 0.034 | 0.018 | 0.016 | 0.044 | 0.032 | Normalized to 9000 N | 9000.0 | 1.058 | 0.502 | 0.106 | 0.591 | 0.159 |
| Herringbone bond | Average | 9319.3 | 0.918 | 0.567 | 0.135 | 0.437 | 0.144 | Standard deviation | 64.4 | 0.049 | 0.051 | 0.008 | 0.042 | 0.025 | Normalized to 9000 N | 9000.0 | 0.886 | 0.547 | 0.131 | 0.422 | 0.139 |
|
|