摘要
为了优化混凝土沥青路面的抗滑性能,本文围绕原材料试验检测与混合集料配比两个核心环节进行了深入分析。首先,通过试验检测,对原材料的规格、尺寸、质量等关键数据进行了全面评估,确保其符合设计文件的要求,从而严格控制原材料质量。通过试验检测对比了不同矿料在不同混合比例下的性能表现,最终确定了SMA-13混合集料中石灰岩与玄武岩矿料的最佳配比为3:7。
In order to optimize the anti-skid performance of concrete asphalt pavement,this article conducted an in-depth analysis around the two core aspects of raw material testing and mixed aggregate proportioning.First of all,through experimental testing,the key data such as specifications,dimensions,and quality of the raw materials are comprehensively evaluated to ensure that they meet the requirements of the design documents,thereby strictly controlling the quality of the raw materials.Through experimental testing and comparison of the performance of different mineral materials at different mixing ratios,it was finally determined that the optimal ratio of limestone and basalt mineral materials in the SMA-13 mixed aggregate was 3:7.
作者
何江渝
HE Jiang-yu(China Railway 11th Bureau Group No.5 Engineering Co.,Ltd.Chongqing 400037,China)
出处
《全面腐蚀控制》
2024年第5期37-39,共3页
Total Corrosion Control
关键词
抗滑性能
混合集料
公路工程
anti-skid performance
mixed aggregate
highway engineering