Showing 441 - 460 results of 2,835 for search '(( significantly less decrease ) OR ( significantly ((larger decrease) OR (linear decrease)) ))', query time: 0.56s Refine Results
  1. 441

    Chemical composition of phosphogypsum. 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. …”
  2. 442

    Basic parameters of cement. 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. …”
  3. 443

    Chemical composition of red clay. 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. …”
  4. 444

    Flowchart of the testing process. 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. …”
  5. 445

    Mix CBR value/%. 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. …”
  6. 446

    Mixed embankment settlement monitoring results. 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. …”
  7. 447

    Test road monitoring results. 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. …”
  8. 448

    Schematic diagram of the wet/dry cycle process. 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. …”
  9. 449

    Quantitative analysis table of mix composition. 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. …”
  10. 450

    Basic physical indexes of red clay. 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. …”
  11. 451

    Sample preparation process diagram. 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. …”
  12. 452

    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. …”
  13. 453

    SCA-2 curing agent basic parameters. 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. …”
  14. 454
  15. 455

    Data. by Su Hwan Park (15158181)

    Published 2025
    “…Participants in the progression group were younger (60.7 vs. 65.7 years, P = 0.015) and showed a larger BCVA change (0.20 vs. 0.04, P < 0.001) and greater ERM area decrease (34.2% vs. 11.7%, P < 0.001) during the follow-up period. …”
  16. 456

    Baseline characteristics of patients. by Su Hwan Park (15158181)

    Published 2025
    “…Participants in the progression group were younger (60.7 vs. 65.7 years, P = 0.015) and showed a larger BCVA change (0.20 vs. 0.04, P < 0.001) and greater ERM area decrease (34.2% vs. 11.7%, P < 0.001) during the follow-up period. …”
  17. 457

    Theoretical framework. by Dinku Mechal (21273002)

    Published 2025
    “…For quantitative part, pretested a self-administered five-point Likert scale questionnaire was used and analyzed using SPSS® -version 26. Assumptions of linear multivariate regression were checked and the level of significance determined at a 95% CI and p-value <0.05. …”
  18. 458

    Supplementary file survey questioner annex. by Dinku Mechal (21273002)

    Published 2025
    “…For quantitative part, pretested a self-administered five-point Likert scale questionnaire was used and analyzed using SPSS® -version 26. Assumptions of linear multivariate regression were checked and the level of significance determined at a 95% CI and p-value <0.05. …”
  19. 459
  20. 460