Search alternatives:
significantly improved » significantly increased (Expand Search)
increase decrease » increased release (Expand Search), increased crash (Expand Search)
improved decrease » improved urease (Expand Search), marked decrease (Expand Search)
significantly improved » significantly increased (Expand Search)
increase decrease » increased release (Expand Search), increased crash (Expand Search)
improved decrease » improved urease (Expand Search), marked decrease (Expand Search)
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1661
Basic physical properties of soil.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1662
Variation of UCS with SHMP content.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1663
SEM images with different PG content.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1664
Flowability variation after 30mins.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1665
S1 File -
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1666
SEM images with different SHMP content.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1667
(a) Measuring device; (b) Measuring method.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1668
(a) Molds; (b) Samples; (c)(d) Test devices.
Published 2025“…Although increasing SHMP content improved the early strength, it led to a decrease in later strength, with the maximum late strength observed at 2% SHMP. …”
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1669
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1670
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1671
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1672
The chemical composition of the aggregate.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1673
Asphalt mixture test protocol.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1674
The technical properties of coarse aggregate.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1675
The chemical composition of limestone powder.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1676
The technical properties of SBS-modified asphalt.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1677
The technical properties of fine aggregate.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1678
The research framework.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1679
TSR of asphalt mixtures after freeze-thaw cycles.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”
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1680
Fabrication of semi-circular specimens.
Published 2025“…Results demonstrate that both additives significantly improve water stability. Water damage leads to an increase in the viscous components and a decrease in the elastic recovery capacity of asphalt mixtures, which directly results in a decline in their high-temperature rutting resistance. …”