For the asphalt layer, the strain values showed an increasing trend with increasing temperature; for the base layer, the strain values showed a decreasing trend with increasing service time.
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Field Measurement and Analysis on the Mechanical Response of Asphalt Pavement Using Large-Particle-Size Crushed Stone Base Treated with Fly Ash and Slag Powder.
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The sentences
The vehicular speed significantly affected the strain values for the base and asphalt layers, showing a decreasing trend with increasing speed.