Search alternatives:
significant processes » significant progress (Expand Search), significant promise (Expand Search), significant increases (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
processes decrease » progressive decrease (Expand Search)
significant processes » significant progress (Expand Search), significant promise (Expand Search), significant increases (Expand Search)
significant decrease » significant increase (Expand Search), significantly increased (Expand Search)
processes decrease » progressive decrease (Expand Search)
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921
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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922
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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923
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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924
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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925
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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926
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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927
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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928
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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929
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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930
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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931
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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932
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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933
Representative experimental samples.
Published 2025“…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
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934
Mechanical testing apparatus and samples.
Published 2025“…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
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935
Relationship between UCS, E, and water content.
Published 2025“…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
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936
Hygroscopic experimental device.
Published 2025“…When the humidity decreased from 100% RH to 80% RH, the average EWC dropped from 15.88% to 7.53%. …”
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937
Upper-crust thermal evolution of the Patagonian Precordillera basement (Argentina): insights from fission track, (U-Th)/He thermochronology and geodynamic significance
Published 2025“…Most thermal models show similar decreasing time-temperature paths (t-T), from which three stages are distinguished. …”
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938
Regression situation of each cross-section.
Published 2025“…It also provides a better understanding of the combined impact of various construction parameters as the coarse particle content changes during the excavation process.</p></div>…”
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939
Statistical Table of Formation Loss Rate <i>V1.</i>
Published 2025“…It also provides a better understanding of the combined impact of various construction parameters as the coarse particle content changes during the excavation process.</p></div>…”
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940
Fitting Results for Each Operating Condition.
Published 2025“…It also provides a better understanding of the combined impact of various construction parameters as the coarse particle content changes during the excavation process.</p></div>…”