Showing 6,681 - 6,700 results of 18,406 for search 'significantly ((((less decrease) OR (mean decrease))) OR (((nn decrease) OR (a decrease))))', query time: 0.55s Refine Results
  1. 6681
  2. 6682

    Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

    Published 2025
    “…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”
  3. 6683

    Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

    Published 2025
    “…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”
  4. 6684

    Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

    Published 2025
    “…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”
  5. 6685

    Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

    Published 2025
    “…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”
  6. 6686

    Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces by Niju K. Mohammed (22631779)

    Published 2025
    “…This study explores the dynamics of a deionized water droplet of 3 mm diameter impacting a freely placed glass bead of 1 mm diameter on superhydrophobic concave surfaces exhibiting a static contact angle of 153°. …”
  7. 6687

    ZM Modifier. 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. 6688

    Factor-level. 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. 6689

    Gradation composition 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%. …”
  10. 6690

    Technical specifications of mineral filler. 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. 6691

    Technical indicators of coarse aggregate. 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. 6692

    Technical specifications of fine aggregates. 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. 6693

    Rutting test results of asphalt mixtures. 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%. …”
  14. 6694

    Gradation composition 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%. …”
  15. 6695

    Results of the orthogonal test. 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%. …”
  16. 6696

    Rutting 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%. …”
  17. 6697

    Technical Specifications of ZM Modifier. 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%. …”
  18. 6698

    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%. …”
  19. 6699

    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%. …”
  20. 6700

    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%. …”