在不同的负载条件下,青路面表面层材料的温度依赖型号的化性能模型
Jincai Yang1, Guanqing Li2, Yantao Chen2
1Nanyang Communications Construction Investment Group Co., Ltd., Nanyang 473000, China.
Materials (Basel, Switzerland)
|October 29, 2025
概括
这项研究研究了青路面在高温下的性能,发现温度升高显著降低了动态稳定性并增加了路径深度. 改性青混合物与基础混合物相比,具有优越的高温耐受性.
科学领域:
- 土木工程 土木工程是指土木工程.
- 材料科学 材料科学 材料科学
- 地质技术工程 地质技术工程
背景情况:
- 高温性能对于青路面的耐用性至关重要.
- 在高温和交通负载下,岩是青表面的主要故障模式.
- 了解温度依赖是预测和预防路面困境的关键.
研究的目的:
- 为了描述青路面表面层材料的取决于温度的高温性能.
- 为了研究温度,负载和动作数量对抗腐蚀性能的影响.
- 开发用于高温性能和路的预测模型.
主要方法:
- 在AC-13和AC-16青混合物上进行了室内路线测试.
- 建立了温度依赖的动态稳定性模型.
- 构建了一个包含温度,负载和动作指数的路线预测模型.
主要成果:
- 随着温度的增加,动态稳定性会随着S形曲线的增加而下降.
- 路深度随着温度的增加而呈指数增长.
- 改性青混合物 (SBS,HMB) 的动态稳定性明显高于基本青混合物.
- 对于不同的青类型来说,动态稳定性的过渡温度有所不同.
- 鲁特的预测模型实现了0.95.5以上的相关系数.
结论:
- 温度是影响青路面高温性能的一个关键因素.
- 修改后的青粘合剂增强了对的抵抗力.
- 开发的模型可以根据温度,负载和交通量准确预测路径深度.
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