Showing 1,381 - 1,400 results of 21,342 for search '(( significant decrease decrease ) OR ( significant ((event decrease) OR (point decrease)) ))', query time: 0.45s Refine Results
  1. 1381
  2. 1382
  3. 1383

    Schematic diagram of monitoring points and units. by Jie Zhao (49409)

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  4. 1384

    Model monitoring points and units coordinates. by Jie Zhao (49409)

    Published 2025
    “…Results demonstrate that unreinforced foundations exhibit systematic residual deformation due to liquefaction-induced sand flow, which is significantly reduced by gravel pile reinforcement. Both excess pore water pressure and pore pressure ratio decrease markedly after reinforcement. …”
  5. 1385
  6. 1386
  7. 1387
  8. 1388
  9. 1389
  10. 1390
  11. 1391
  12. 1392
  13. 1393
  14. 1394
  15. 1395
  16. 1396
  17. 1397
  18. 1398
  19. 1399
  20. 1400

    Layout plan of settlement monitoring points. by Yunke Liu (4839084)

    Published 2024
    “…The results show that the cement-phosphogypsum-red clay unconfined compressive strength decreases with the increase of the number of wet and dry cycles, with a larger decay in the first three times and leveling off thereafter. …”