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  1. 1941

    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%. …”
  2. 1942

    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%. …”
  3. 1943

    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%. …”
  4. 1944

    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%. …”
  5. 1945

    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%. …”
  6. 1946

    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%. …”
  7. 1947

    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%. …”
  8. 1948

    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%. …”
  9. 1949

    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%. …”
  10. 1950

    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%. …”
  11. 1951

    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%. …”
  12. 1952

    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%. …”
  13. 1953

    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%. …”
  14. 1954

    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%. …”
  15. 1955

    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%. …”
  16. 1956

    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%. …”
  17. 1957

    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%. …”
  18. 1958
  19. 1959
  20. 1960