Compressive-Shear Behavior and Cracking Characteristics of Composite Pavement Asphalt Layers Under Thermo-Mechanical Coupling.

Materials (Basel) · 2025 · PMC12525830 · PMID 41095369

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a decreasing trendno p-value reported

Figure 22 illustrates that with an increase in E base from 10,000 MPa to 30,000 MPa, both the maximum shear stress at the tire centerline and at the tire edge exhibit a decreasing trend.

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