Showing 6,741 - 6,760 results of 18,452 for search 'significantly ((less decrease) OR (((((greatest decrease) OR (mean decrease))) OR (a decrease))))', query time: 0.68s Refine Results
  1. 6741
  2. 6742

    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. 6743

    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. 6744

    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. 6745

    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. 6746

    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. 6747

    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. 6748

    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. 6749

    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. 6750

    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. 6751

    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. 6752

    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. 6753

    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. 6754

    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. 6755

    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. 6756

    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. 6757

    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. 6758

    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. 6759

    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. 6760

    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%. …”