摘要
以可靠性理论为基础,分析了沥青路面结构设计参数的变异性对各设计指标及体系可靠度的影响.即敏感性分析,提出了施工中各设计指标变异水平的控制范围,为沥青路面施工的质量控制提供科学依据。
Based on reliability theory, the authors analyze the influence of the variability of designparameters on each index and the system reliability in asphalt pavement structure, and present thereasonable range of variability for each design index in construction. The research provides ascientific foundation for the quality control of construction.
出处
《长沙交通学院学报》
1998年第3期63-67,共5页
Journal of Changsha Communications University
基金
交通部"八五"重点科研项目
关键词
沥青路面
可靠度
敏感性
施工
质量控制
asphalt pavement
reliability
sensitivity
quality control of construction