Showing 5,801 - 5,820 results of 17,947 for search 'significantly ((((teer decrease) OR (((nn decrease) OR (a decrease))))) OR (larger decrease))', query time: 0.82s Refine Results
  1. 5801
  2. 5802

    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. 5803

    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. 5804

    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. 5805

    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. 5806

    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. 5807

    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. 5808

    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. 5809

    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. 5810

    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. 5811

    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. 5812

    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. 5813

    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. 5814

    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. 5815

    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. 5816

    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. 5817

    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. 5818

    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. 5819

    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. 5820

    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%. …”