双层青路面在变化温度下发生的结行为
Ya Tan1, Yingjun Jiang1, Chenfan Bai1
1Key Laboratory for Special Area Highway Engineering of the Ministry of Education, Chang'an University, Xi'an 710064, China.
Materials (Basel, Switzerland)
|June 13, 2025
概括
这项研究引入了一种新的温度控制的双层青路面 (DLAP) 滑行测试. 这些发现揭示了温度变化如何影响DLAP路线,为路面性能提供了更准确的预测模型.
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
背景情况:
- 青路面的机械性能取决于温度,影响性能.
- 传统的位测试忽略了关键的温度变化.
- 了解温度影响对于青路面的耐用性至关重要.
研究的目的:
- 为了研究在变化温度下的双层青路面 (DLAP) 中的化发展.
- 提出并验证一个循序渐进的温度控制的滚动试验方法.
- 开发一个时间硬化模型来预测DLAP路由性能.
主要方法:
- 对于DLAP,采用了逐步温度控制的化试验.
- 开发了一种时间硬化模型来评估路性能.
- 在不同温度条件下分析了的发育.
主要成果:
- 随着温度变化,DLAP路线发展呈现出逐步变化的变化.
- 腐蚀主要发生在20°C;加速在50°C以上.
- 时间硬化模型准确地预测了DLAP路线,与现场数据保持一致.
结论:
- 拟议的方法和时间硬化模型有效地捕捉了在可变温度下DLAP的流动.
- 在交通和高温下,DLAP表现出良好的耐用性和稳定性.
- 这些发现支持改善路面设计和性能预测.
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