Showing 4,541 - 4,560 results of 21,342 for search '(( significantly ((larger decrease) OR (greater decrease)) ) OR ( significant decrease decrease ))', query time: 0.51s Refine Results
  1. 4541
  2. 4542
  3. 4543
  4. 4544
  5. 4545
  6. 4546
  7. 4547
  8. 4548

    Roadbed construction 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. 4549

    Mixing ratios. 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. 4550

    Basic parameters 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. …”
  11. 4551

    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. …”
  12. 4552

    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. …”
  13. 4553

    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. …”
  14. 4554

    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. …”
  15. 4555

    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. …”
  16. 4556

    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. …”
  17. 4557

    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. …”
  18. 4558

    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. …”
  19. 4559

    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. …”
  20. 4560

    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. …”