يعرض 6,241 - 6,260 نتائج من 18,165 نتيجة بحث عن '(( significantly ((a decrease) OR (nn decrease)) ) OR ( significantly affect decrease ))', وقت الاستعلام: 0.67s تنقيح النتائج
  1. 6241

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

    منشور في 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°. …"
  2. 6242

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

    منشور في 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. 6243

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

    منشور في 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. 6244

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

    منشور في 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. 6245

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

    منشور في 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. 6246

    ZM Modifier. حسب Yining Wang (432154)

    منشور في 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. 6247

    Factor-level. حسب Yining Wang (432154)

    منشور في 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. 6248

    Gradation composition of asphalt mixture. حسب Yining Wang (432154)

    منشور في 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. 6249

    Technical specifications of mineral filler. حسب Yining Wang (432154)

    منشور في 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. 6250

    Technical indicators of coarse aggregate. حسب Yining Wang (432154)

    منشور في 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. 6251

    Technical specifications of fine aggregates. حسب Yining Wang (432154)

    منشور في 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. 6252

    Rutting test results of asphalt mixtures. حسب Yining Wang (432154)

    منشور في 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. 6253

    Gradation composition of asphalt mixture. حسب Yining Wang (432154)

    منشور في 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. 6254

    Results of the orthogonal test. حسب Yining Wang (432154)

    منشور في 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. 6255

    Rutting test results. حسب Yining Wang (432154)

    منشور في 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. 6256

    Technical Specifications of ZM Modifier. حسب Yining Wang (432154)

    منشور في 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. 6257

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

    منشور في 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. 6258

    Rutting test machine. حسب Yining Wang (432154)

    منشور في 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. 6259

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

    منشور في 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. 6260

    Rutting specimen. حسب Yining Wang (432154)

    منشور في 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%. …"