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沥青路面沥青层剪应力分析与应用研究

Analysis and Application of Shear Stress in Asphalt Pavement Layers

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【作者】 聂忆华张起森徐阳何增镇

【Author】 Nie Yihua1) Zhang Qisen2) Xu Yang3) He Zengzhen3)(Hunan University of Science and Technology,Xiangtan 411201)1)(Changsha University of Science & Technology,Changsha 410076)2)(College of Architecture Engineering,Central South University,Changsha 410075)3)

【机构】 湖南科技大学长沙理工大学中南大学土建学院

【摘要】 以线弹性层状体系理论为基础,利用ANSYS和BISAR程序进行力学计算,建立数据库,对高等级公路沥青路面沥青层剪应力的分布规律进行探讨.分析了路面结构参数,包括各结构层厚度、模量和泊松比等,对各沥青层最大剪应力的影响.提出了抗剪强度的评价方法和防止沥青路面因剪应力不足而损坏的建议与措施.

【Abstract】 Based on the Linear Elastic Layer Theory,by using pavement finite-element method and BISAR program to calculate the shear stress,a synthetic database was established.Using the developed synthetic database,the paper studied the regularities of distribution on shear stress in high grade highway asphalt pavement layers.Factors affecting on the shear stress of asphalt pavement were analyzed including the coefficient of horizontal resistance of loading,depth,thickness,elastic module and Poisson ratio of pavement.In addition,this paper put forward the determination and evaluation method of shear strength,and some suggestions and measures to the asphalt pavement from shear failure.

【基金】 国家西部交通建设科技项目资助(批准号:2004-318-000-02)
  • 【文献出处】 武汉理工大学学报(交通科学与工程版) ,Journal of Wuhan University of Technology(Transportation Science & Engineering) , 编辑部邮箱 ,2009年02期
  • 【分类号】U416.217
  • 【被引频次】25
  • 【下载频次】347
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