首页|乳化沥青对冷再生混合料早期强度的影响

乳化沥青对冷再生混合料早期强度的影响

扫码查看
依托新疆昌吉州公路改建工程,进行乳化沥青冷再生混合料配合比设计,基于黏聚力试验、湿轮磨耗试验,分析乳化沥青冷再生混合料早期强度特性,结合室内模拟钻芯取样试验,探讨乳化沥青冷再生混合料早期强度评价指标.结果表明:乳化沥青与RAP(再生沥青混合料)存在一定的配伍性,选择合适的乳化沥青,能够显著提高乳化沥青冷再生混合料的早期强度,建议乳化沥青冷再生混合料配合比设计中增加黏聚力试验和湿轮磨耗试验的检验评价,同时辅以模拟钻芯取样试验验证.推荐乳化沥青冷再生混合料在室内相对湿度为70%、25℃养生4小时条件下的黏聚力不小于2.30N·m、湿轮磨耗质量损失率不小于3.00%.
Effect of Emulsified Asphalt on Early Strength of Cold Recycled Mixture
Based on a Xinjiang Changji highway reconstruction project,the mix ratio design of emulsified asphalt cold recycled mixture was carried out.The early strength characteristics of emulsified asphalt cold recycled mixture were analyzed based on cohesion test and wet wheel abrasion test,and the evaluation indexes of early strength of emulsified asphalt cold recycled mixture were discussed in combination with indoor simulated core sampling test.The results show that there is a certain compatibility between emulsified asphalt and RAP(Recycled Asphalt Mixture),and the selection of suitable emulsified asphalt can significantly improve the early strength of emulsified asphalt cold recycled mixture.It is suggested that the inspection and evaluation of cohesion test and wet wheel abrasion test should be added to the mix ratio design of emulsified asphalt cold recycled mixture,and at the same time,the simulation core sampling test should be supplemented for verification.It is recommended that the indoor relative humidity of emulsified asphalt cold recycled mixture is 70%and the adhesion under the conditions of health maintenance at 25 ℃ for 4 h should not be less than 2.30 N·m and the wet-wheel wear mass loss rate should not be less than 3.00%.

road engineeringemulsified asphaltcold recyclingabrasioncohesionearly strengthcompatibility

孙明娜

展开 >

中铁十八局集团第三工程有限公司,河北涿州 072750

道路工程 乳化沥青 冷再生 磨耗 黏聚力 早期强度 配伍性

2024

路基工程
中铁二局集团有限公司,西南交通大学,中铁二院工程集团有限责任公司

路基工程

影响因子:0.36
ISSN:1003-8825
年,卷(期):2024.(3)
  • 13