高模块青混凝土预测模型的开发和分析
Mikołaj Bartkowiak1, Mieczysław Słowik1
1Faculty of Civil and Transport Engineering, Poznan University of Technology, Piotrowo 3, 60-965 Poznań, Poland.
Materials (Basel, Switzerland)
|July 14, 2023
概括
开发了一种新的预测模型,Model A,用四点曲束测试来计算青刚度模量. 减少青复合体剪模的测量不确定性是提高预测模型准确性的关键.
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:
- 刚度模块是青混合物性能的一个关键参数.
- 确定刚度模块的现有方法包括动态模块 (DM) 方法.
- 高模块青混凝土 (HMAC) 在路面施工中越来越多地使用.
研究的目的:
- 开发一种新的预测模型 (模型A) 用于使用四点曲束测试 (4PBB) 计算青刚度模量.
- 评估与实验数据对比开发模型的性能.
- 讨论硬度模量确定常用的方法.
主要方法:
- 在Witczak模型的基础上开发模型A.
- 使用4PBB测试对10种青混合物的实验测试.
- 使用动态剪切体力计 (DSR) 对矿粘合剂进行复杂剪切模量 (G*) 测试.
主要成果:
- 模型A是使用8种青混合物开发的,并通过2的验证.
- 该模型的最大绝对误差为1930MPa,相对误差为95%的可靠性时为50%.
- 在去除异常值后,绝对误差分布遵循正常分布.
结论:
- 降低合物复合剪模 (G*) 的测量不确定性对于提高预测模型精度至关重要.
- 该研究为开发的A型提供了硬度模量 (RhE*RhE) 的极限值.
- 开发的模型为预测青刚度模块提供了一种新的方法.
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