多孔沥青混合料吸声性能预测模型研究进展

Authors

  • 孙俊锋 东北林业大学
  • 蓝海明 黑龙江省交通规划设计研究院集团有限公司
  • 王琳 黑龙江省交投高速公路集团有限公司
  • 赵锐 黑龙江省交通规划设计研究院集团有限公司
  • 褚玉书 黑龙江省交通规划设计研究院集团有限公司
  • 刘立欣 黑龙江省交通规划设计研究院集团有限公司
  • 陈文博 黑龙江省交通规划设计研究院集团有限公司
  • 金明磊 黑龙江省交通规划设计研究院集团有限公司

DOI:

https://doi.org/10.70693/cjst.v2i5.2161

Keywords:

多孔沥青混合料;吸声模型;等效流体;JCA模型;孔隙结构;CT重构

Abstract

针对多孔沥青混合料吸声预测模型类型分散、参数获取方法不统一及结构信息利用不足的问题,本文系统梳理了半经验阻抗模型、等效流体模型、孔弹性模型和孔隙尺度数值模型。阐述了吸声系数、特性阻抗、复波数和表面阻抗之间的计算关系,比较了Delany–Bazley、Miki、Johnson–Champoux–Allard(JCA)、Johnson–Champoux–Allard–Lafarge(JCAL)及Biot模型的输入参数、物理假设和适用范围。分析结果表明,半经验模型参数少且计算效率高,但对多孔沥青非均匀大孔结构的适应性依赖再标定;JCA和JCAL模型能够通过孔隙率、流阻率、曲折因子及黏性和热特征长度描述空气—孔壁耗散,是连接三维孔隙结构与吸声频谱的主要路径;Biot模型可计入骨架振动,但参数识别和计算成本较高。结合CT三维重构、传输参数数值计算和阻抗管反演建立多源参数体系,并开展独立验证与不确定度分析,可提高模型在配合比设计和服役性能评价中的可靠性。

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Published

2026-09-18

How to Cite

孙俊锋, 蓝海明, 王琳, 赵锐, 褚玉书, 刘立欣, … 金明磊. (2026). 多孔沥青混合料吸声性能预测模型研究进展. 中国科学与技术学报, 2(5), 243–249. https://doi.org/10.70693/cjst.v2i5.2161