Search alternatives:
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significant broader » significant burden (Expand Search), significant gender (Expand Search), significant barrier (Expand Search)
broader decrease » greater decrease (Expand Search), broader debate (Expand Search), road decreased (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
significant broader » significant burden (Expand Search), significant gender (Expand Search), significant barrier (Expand Search)
broader decrease » greater decrease (Expand Search), broader debate (Expand Search), road decreased (Expand Search)
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1721
Gradation composition of asphalt mixture.
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%. …”
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1722
Results of the orthogonal test.
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%. …”
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1723
Rutting test results.
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%. …”
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1724
Technical Specifications of ZM Modifier.
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%. …”
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1725
Gradation curve of asphalt mixture.
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%. …”
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1726
Rutting test machine.
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%. …”
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1727
Basic performance indicators of base asphalt.
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%. …”
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1728
Rutting specimen.
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%. …”
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1729
Orthogonal experimental design.
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%. …”
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1730
Immersion Marshall test results.
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%. …”
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1731
Fatigue life under different stress ratios.
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%. …”
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1732
Freeze–thaw splitting test results.
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%. …”
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1733
Preparation flowchart of ZM-modified asphalt.
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%. …”
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1734
Immersion Marshall test equipment and specimens.
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%. …”
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1735
Strength test results of semi-circular specimens.
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%. …”
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1736
Bending test results of beam specimens.
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%. …”
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1737
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1738
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1739
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1740