يعرض 6,521 - 6,540 نتائج من 17,927 نتيجة بحث عن '(( significant gap decrease ) OR ( significant ((a decrease) OR (step decrease)) ))', وقت الاستعلام: 0.78s تنقيح النتائج
  1. 6521

    Multiple indicator test results. حسب Jun Zhao (59250)

    منشور في 2025
    "…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
  2. 6522

    I/L type node quality entity type. حسب Jun Zhao (59250)

    منشور في 2025
    "…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
  3. 6523

    Compaction test results. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  4. 6524

    Experimental mix proportions. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  5. 6525

    Testing function diagram of QIMPN-PCA-DC. حسب Jun Zhao (59250)

    منشور في 2025
    "…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
  6. 6526

    CBR test results. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  7. 6527

    Change in moisture content of stabilized soil. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  8. 6528

    Relationship between UCS and curing time. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  9. 6529

    PCA-DC cycle improvement process. حسب Jun Zhao (59250)

    منشور في 2025
    "…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
  10. 6530

    Strength characteristic curve of stabilized soil. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  11. 6531

    Node coding process. حسب Jun Zhao (59250)

    منشور في 2025
    "…This offers a scientific foundation for designing and constructing prefabricated shear walls.…"
  12. 6532

    Change in pH value of stabilized soil. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  13. 6533

    CBR test results at different curing time. حسب Shoujie Wang (18326754)

    منشور في 2024
    "…The results show that the UCS and CBR values enhanced significantly with the increase in curing time. However, the moisture content and pH of the stabilized soil exhibited a decreasing trend. …"
  14. 6534
  15. 6535
  16. 6536

    Valve closing capability and hemolymph flow analysis. حسب Christian Meyer (6035)

    منشور في 2025
    "…<p>(A) Scheme illustrating experimental setup for valve closing efficiency and hemolymph flow analysis. …"
  17. 6537

    Demographic information. حسب Aisha Ali Hawsawi (20685883)

    منشور في 2025
    "…<div><p>Background and aims</p><p>In recent years, increased awareness of the psychological wellbeing of healthcare professionals and students has become a pressing public health issue affecting care delivery. …"
  18. 6538
  19. 6539
  20. 6540