Showing 1,461 - 1,480 results of 4,639 for search 'significantly ((((linear decrease) OR (((nn decrease) OR (mean decrease))))) OR (larger decrease))', query time: 0.43s Refine Results
  1. 1461

    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. …”
  2. 1462

    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. …”
  3. 1463

    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. …”
  4. 1464

    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. …”
  5. 1465

    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. …”
  6. 1466

    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. …”
  7. 1467

    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. …”
  8. 1468

    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. …”
  9. 1469

    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. …”
  10. 1470

    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. …”
  11. 1471

    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. …”
  12. 1472

    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. …”
  13. 1473

    Data Sheet 6_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  14. 1474

    Data Sheet 2_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  15. 1475

    Data Sheet 7_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  16. 1476

    Data Sheet 5_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  17. 1477

    Data Sheet 4_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  18. 1478

    Data Sheet 3_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  19. 1479

    Data Sheet 8_Effects of aging on otolith morphology and functions in mice.xlsx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”
  20. 1480

    Data Sheet 1_Effects of aging on otolith morphology and functions in mice.docx by Keita Ueda (19855536)

    Published 2024
    “…Background<p>Increased fall risk caused by vestibular system impairment is a significant problem associated with aging. A vestibule is composed of linear acceleration-sensing otoliths and rotation-sensing semicircular canals. …”