Search alternatives:
larger decrease » marked decrease (Expand Search)
linear decrease » linear increase (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
larger decrease » marked decrease (Expand Search)
linear decrease » linear increase (Expand Search)
teer decrease » mean decrease (Expand Search), greater decrease (Expand Search)
a decrease » _ decrease (Expand Search), _ decreased (Expand Search), _ decreases (Expand Search)
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6101
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6102
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6103
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
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°. …”
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6104
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
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°. …”
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6105
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
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°. …”
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6106
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
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°. …”
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6107
Dynamics of Solid–Liquid Compound Droplets on Cylindrically Concave Superhydrophobic Surfaces
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°. …”
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6108
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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6109
Factor-level.
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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6110
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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6111
Technical specifications of mineral filler.
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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6112
Technical indicators of coarse aggregate.
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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6113
Technical specifications of fine aggregates.
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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6114
Rutting test results of asphalt mixtures.
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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6115
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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6116
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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6117
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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6118
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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6119
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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6120
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%. …”