| 1 |
00:00 511 |
| 2 |
00:00 754 |
| 3 |
00:00 620 |
| 4 |
00:00 432 |
| 5 |
00:00 682 |
| 6 |
00:00 428 |
| 7 |
00:00 353 |
| 8 |
00:00 329 |
| 9 |
00:00 366 |
| 10 |
00:00 435 |
| 11 |
00:00 425 |
| 12 |
00:00 625 |
| 13 |
00:00 306 |
| 14 |
00:00 360 |
| 15 |
00:00 415 |
| 16 |
00:00 346 |
| 17 |
00:00 346 |
| 18 |
00:00 741 |
| 19 |
00:00 631 |
| 20 |
00:00 518 |
| 21 |
00:00 304 |
| 22 |
00:00 313 |
| 23 |
00:00 390 |
| 24 |
00:00 302 |
| 25 |
00:00 398 |
| 26 |
00:00 268 |
| 27 |
00:00 271 |
| 28 |
00:00 301 |
| 29 |
00:00 289 |
| 30 |
00:00 328 |
| 31 |
00:00 278 |
| 32 |
00:00 390 |
| 33 |
00:00 279 |
| 34 |
00:00 259 |
| 35 |
00:00 644 |
| 36 |
00:00 342 |
| 37 |
00:00 378 |
基桩高应变法检测