摘要
针对旧沥青路面加铺水泥混凝土层后在使用过程中受到的不确定性影响因素(如荷载、环境及材料自身等因素)影响,建立了基于三维有限元的可靠性计算模型,提出考虑不确定性因素的可靠度计算方法,对于旧沥青路面加铺层设计具有重要的现实意义.通过有限元中的可靠性分析工具,利用蒙特卡罗的拉丁超立方法抽样方法,将影响路面可靠性因素视为输入随机变量,获得了加铺层厚度、累计当量轴次、旧路顶面当量回弹模量等路面设计参数对旧沥青路面加铺水泥混凝土层路面结构可靠性的影响规律,为有针对性地提高旧沥青路面加铺水泥混凝土层路面结构可靠度提供了决策依据.
Uncertainties inherent in loads,environment and material properties always exist during overlayer on old asphalt pavement lifetime.A three dimension element-dependent model incorporating such uncertainties based on stochastic differential equation theory is presented,which provides a coherent framework for calculating rliability is very important to overlayer design of old asphalt pavement.Reliability analysis tool of element method was adopted in this paper.Monte carlo method in probabilistic design was us...
出处
《河北工业大学学报》
CAS
北大核心
2010年第4期105-108,共4页
Journal of Hebei University of Technology
关键词
旧沥青路面
加铺层
可靠度
有限元
old asphalt pavement
overlayer
reliability
finite element
