Showing 3,361 - 3,380 results of 18,540 for search 'significantly ((((((lower decrease) OR (linear decrease))) OR (a decrease))) OR (larger decrease))', query time: 0.86s Refine Results
  1. 3361

    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. …”
  2. 3362

    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. …”
  3. 3363

    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. …”
  4. 3364

    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. …”
  5. 3365

    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. …”
  6. 3366

    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. …”
  7. 3367
  8. 3368

    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. …”
  9. 3369

    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. …”
  10. 3370

    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. …”
  11. 3371

    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. …”
  12. 3372

    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. …”
  13. 3373

    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. …”
  14. 3374

    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. …”
  15. 3375

    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. …”
  16. 3376

    Table2_Significant nocturnal wakefulness after sleep onset in metabolic dysfunction–associated steatotic liver disease.DOCX by Sofia Schaeffer (20379954)

    Published 2024
    “…<p>Metabolic dysfunction–associated steatotic liver disease (MASLD) is a multisystemic disease with a multifactorial pathogenesis involving dietary, environmental, and genetic factors. …”
  17. 3377

    Table1_Significant nocturnal wakefulness after sleep onset in metabolic dysfunction–associated steatotic liver disease.DOCX by Sofia Schaeffer (20379954)

    Published 2024
    “…<p>Metabolic dysfunction–associated steatotic liver disease (MASLD) is a multisystemic disease with a multifactorial pathogenesis involving dietary, environmental, and genetic factors. …”
  18. 3378
  19. 3379
  20. 3380