| 1 |
00:00 586 |
| 2 |
00:00 965 |
| 3 |
00:00 757 |
| 4 |
00:00 534 |
| 5 |
00:00 826 |
| 6 |
00:00 517 |
| 7 |
00:00 441 |
| 8 |
00:00 395 |
| 9 |
00:00 435 |
| 10 |
00:00 488 |
| 11 |
00:00 500 |
| 12 |
00:00 716 |
| 13 |
00:00 373 |
| 14 |
00:00 426 |
| 15 |
00:00 483 |
| 16 |
00:00 435 |
| 17 |
00:00 421 |
| 18 |
00:00 849 |
| 19 |
00:00 865 |
| 20 |
00:00 624 |
| 21 |
00:00 376 |
| 22 |
00:00 399 |
| 23 |
00:00 456 |
| 24 |
00:00 368 |
| 25 |
00:00 475 |
| 26 |
00:00 314 |
| 27 |
00:00 336 |
| 28 |
00:00 374 |
| 29 |
00:00 341 |
| 30 |
00:00 393 |
| 31 |
00:00 333 |
| 32 |
00:00 473 |
| 33 |
00:00 333 |
| 34 |
00:00 317 |
| 35 |
00:00 782 |
| 36 |
00:00 430 |
| 37 |
00:00 442 |
粗颗粒土的渗透及渗透变形试验