Showing 921 - 940 results of 2,837 for search '(( significant decrease decrease ) OR ( significant processes decrease ))~', query time: 0.31s Refine Results
  1. 921

    Gradation curve of asphalt mixture. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  2. 922

    Rutting test machine. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  3. 923

    Basic performance indicators of base asphalt. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  4. 924

    Rutting specimen. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  5. 925

    Orthogonal experimental design. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  6. 926

    Immersion Marshall test results. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  7. 927

    Fatigue life under different stress ratios. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  8. 928

    Freeze–thaw splitting test results. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  9. 929

    Preparation flowchart of ZM-modified asphalt. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  10. 930

    Immersion Marshall test equipment and specimens. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  11. 931

    Strength test results of semi-circular specimens. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  12. 932

    Bending test results of beam specimens. by Yining Wang (432154)

    Published 2025
    “…Experimental results show that the ZM modifier significantly improves the dynamic stability and rutting resistance of the mixture, with dynamic stability increasing to 5245 and rut depth decreasing to 2.26 mm at a dosage of 0.5%. …”
  13. 933

    Representative experimental samples. by Weisheng Zhao (3746023)

    Published 2025
    “…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
  14. 934

    Mechanical testing apparatus and samples. by Weisheng Zhao (3746023)

    Published 2025
    “…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
  15. 935

    Relationship between UCS, E, and water content. by Weisheng Zhao (3746023)

    Published 2025
    “…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
  16. 936

    Hygroscopic experimental device. by Weisheng Zhao (3746023)

    Published 2025
    “…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
  17. 937

    Upper-crust thermal evolution of the Patagonian Precordillera basement (Argentina): insights from fission track, (U-Th)/He thermochronology and geodynamic significance by Paulo Marcos (7459064)

    Published 2025
    “…Most thermal models show similar decreasing time-temperature paths (t-T), from which three stages are distinguished. …”
  18. 938

    Regression situation of each cross-section. by Puzhen An (21169189)

    Published 2025
    “…It also provides a better understanding of the combined impact of various construction parameters as the coarse particle content changes during the excavation process.</p></div>…”
  19. 939

    Statistical Table of Formation Loss Rate <i>V1.</i> by Puzhen An (21169189)

    Published 2025
    “…It also provides a better understanding of the combined impact of various construction parameters as the coarse particle content changes during the excavation process.</p></div>…”
  20. 940

    Fitting Results for Each Operating Condition. by Puzhen An (21169189)

    Published 2025
    “…It also provides a better understanding of the combined impact of various construction parameters as the coarse particle content changes during the excavation process.</p></div>…”