Research Article
Displacement Calculation Method on Front Wall of Covered Sheet-Pile Wharf
Table 1
Reference values of lateral pressure coefficient
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| | | 15° | 18° | 21° | 24° | 27° | 30° | 33° | 36° | 39° | 42° | 45° |
| 0° | 0.589 | 0.528 | 0.472 | 0.422 | 0.376 | 0.333 | 0.295 | 0.260 | 0.228 | 0.198 | 0.172 | 3° | 0.592 | 0.530 | 0.474 | 0.423 | 0.376 | 0.334 | 0.295 | 0.260 | 0.228 | 0.198 | 0.172 | 6° | 0.601 | 0.536 | 0.478 | 0.426 | 0.378 | 0.335 | 0.296 | 0.261 | 0.228 | 0.199 | 0.172 | 9° | 0.618 | 0.547 | 0.486 | 0.431 | 0.382 | 0.338 | 0.298 | 0.262 | 0.229 | 0.200 | 0.173 | 12° | 0.652 | 0.566 | 0.498 | 0.439 | 0.388 | 0.342 | 0.301 | 0.264 | 0.231 | 0.201 | 0.173 | 15° | 0.784 | 0.601 | 0.517 | 0.452 | 0.396 | 0.348 | 0.305 | 0.267 | 0.233 | 0.202 | 0.174 | 18° | | 0.733 | 0.551 | 0.471 | 0.409 | 0.356 | 0.311 | 0.271 | 0.236 | 0.204 | 0.176 | 21° | | | 0.682 | 0.504 | 0.427 | 0.368 | 0.319 | 0.276 | 0.239 | 0.207 | 0.178 | 24° | | | | 0.631 | 0.459 | 0.385 | 0.330 | 0.284 | 0.244 | 0.210 | 0.180 | 27° | | | | | 0.581 | 0.415 | 0.346 | 0.294 | 0.251 | 0.214 | 0.183 | 30° | | | | | | 0.531 | 0.373 | 0.308 | 0.260 | 0.220 | 0.187 | 33° | | | | | | | 0.482 | 0.334 | 0.273 | 0.228 | 0.192 | 36° | | | | | | | | 0.435 | 0.296 | 0.240 | 0.199 | 39° | | | | | | | | | 0.390 | 0.261 | 0.210 | 42° | | | | | | | | | | 0.347 | 0.228 | 45° | | | | | | | | | | | 0.306 |
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