Abstract:Abstract-The crack resistance at low temperature of semi-flexible pavement was favorable, which prepared by waterborne epoxy-emulsified asphalt-cement as grouting material. While the E/A is 0.6, the maximum bending strain has reached 2662με, which is close to SMA-13. In the three-phase grouting system, asphalt was continuous phase, waterborne epoxy was dispersed phase, both of them bonded with cement.
Keywords-semi-flexible pavement;the crack resistance at low temperature; waterborne epoxy; compound grouting s… Show more
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