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面层模量对沥青路面结构受力特性影响分析
引用本文:魏连雨,李新明,马士宾,刘艳竹.面层模量对沥青路面结构受力特性影响分析[J].路基工程,2014,0(3):41-45.
作者姓名:魏连雨  李新明  马士宾  刘艳竹
作者单位:河北工业大学土木工程学院, 天津 300401
摘    要:面层模量是沥青路面结构设计的重要参数。为分析面层模量对沥青路面结构受力特性的影响,采用有限元软件计算各面层模量变化、模量比对典型半刚性基层沥青路面结构层底拉应变、面层内部剪应力、基层层底拉应力和土基顶压应变等力学特性的影响。分析结果表明:各面层模量对沥青路面结构的受力有显著影响,路面结构设计时应综合考虑选择各面层模量及面层之间模量比。

关 键 词:沥青路面    有限元    面层    模量    模量比
收稿时间:2019-11-11

Analysis on Effect of Surface Modulus on Force Characteristics of Asphalt Pavement Structure
Authors:WEI Lianyu  LI Xinming  MA Shibin  LIU Yanzhu
Institution:(School of Civil Engineering, Hebei University of Technology, Tianjin 300401, China)
Abstract:Surface modulus is an important parameter for destgn ox aspnmt paveme,~L ~ analyze the effect of surface modulus on force characteristics of asphalt pavement structure, the finite element software was used to study that how the modulus change in the surface layers and the modulus ratio thereof affect the mechanical properties of typical semi-rigid base asphalt pavement structure, including tensile strain at the bottom, shear stress in the surface layers, tensile stress at the base bottom and compressive strain at the top of soil base. The results show that the modulus in surface layers has significant influence on force characteristics of asphalt pavement structure, hence in the design of pavement structure the modulus in surface layers and the modulus ratio between these layers should be selected through comprehensive considerations.
Keywords:asphalt pavement  finite element  surface layer  modulus  modulus ratio
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