全深式乳化沥青冷再生混合料的性能研究

采用水泥和乳化沥青固化回收旧沥青路面材料(RAP)和稳定土,制备全深式冷再生基层材料。研究了乳化沥青掺量的变化对不同配比混合料的无侧限抗压强度和水稳定性的影响,并结合微观测试阐述了水泥和乳化沥青在冷再生混合料中的作用机理。结果表明,适量的乳化沥青掺量对混合料的性能提高有益,最佳乳化沥青掺量为3%。微观分析表明,水泥水化产物形成的空间网络结构与沥青乳液破乳后形成的沥青网络结构相互贯穿,不可分割,把冷再生混合料紧密地结合为一个半刚性的整体,使冷再生混合料强度得以形成和发展。

Performance of emulsified asphalt full thickness cold recycling subgrade materials

Cement and emulsified asphalt were employed to solidify RAP and stabilized soil, which were then employed to prepare full thickness cold recycling subgrade materials.We addressed the impact of emulsified asphalt adding amount change on unconfined compressive strength, indirect tensile strength and water stability of different ratios of cold recycled mixtures.We further state the function mechanism of cement and emulsified asphalt in the mixtures via microscopic test.Results show that appropriate emulsified asphalt addition can improve the performance of cold recycled mixtures, the optimum emulsified asphalt addition of 3%.Microscopic test indicates cement hydration formed space network structure interfingers with emulsified asphalt post emulsion formed asphalt network structure,not detachable.They closely combine the cold recycled mixtures to be a semi rigid whole.The strength of the cold mixtures can be formed and developed.