Table 14 Quantile regression analysis of displacements of ground surface around piles.
Variables | 0.10 | 0.25 | 0.5 | 0.75 | 0.90 | |||||
|---|---|---|---|---|---|---|---|---|---|---|
RC | P | RC | P | RC | P | RC | P | RC | P | |
Feature1 | 0.018 | 0.021 | 0.019 | 0.010 | 0.026 | 0.225 | 0.041 | 0.000 | 0.039 | 0.001 |
Feature2 | − 0.176 | 0.251 | − 0.107 | 0.463 | 0.335 | 0.418 | − 0.404 | 0.056 | − 0.109 | 0.624 |
Feature3 | 13.313 | 0.140 | − 7.951 | 0.353 | − 37.914 | 0.120 | − 6.944 | 0.576 | − 28.107 | 0.032 |
Feature4 | 0.077 | 0.147 | 0.043 | 0.398 | 0.144 | 0.316 | 0.059 | 0.418 | 0.113 | 0.140 |
Feature5 | 0.053 | 0.091 | 0.034 | 0.254 | − 0.038 | 0.647 | 0.010 | 0.810 | − 0.027 | 0.550 |
Feature6 | − 0.183 | 0.082 | − 0.110 | 0.272 | 0.042 | 0.882 | 0.038 | 0.794 | 0.081 | 0.597 |
Feature7 | 0.273 | 0.000 | 0.271 | 0.000 | 0.230 | 0.027 | 0.264 | 0.000 | 0.318 | 0.000 |
Feature8 | − 2.477 | 0.000 | − 2.277 | 0.000 | − 1.347 | 0.003 | − 0.514 | 0.025 | − 0.771 | 0.001 |
Feature9 | − 0.001 | 0.790 | − 0.003 | 0.077 | − 0.002 | 0.740 | 0.007 | 0.012 | 0.013 | 0.000 |