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贫混凝土基层沥青路面温度-荷载耦合应力分析

Numerical Analysis of Coupling Stress for Asphalt Pavement on Lean Concrete Base

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【作者】 付其林陈拴发彭翀

【Author】 FU Qi-lin1,CHEN Shuan-fa1,2,PENG Chong3(1.Key Laboratory for Special Area Highway Engineering of Ministry of Education,Chang’an University,Xi’an 710064,China;2.School of Materials Science and Engineering,Chang’an University,Xi’an 710061,China;3.Department of Communications,Hainan Province Government,Haikou 570204,China)

【机构】 长安大学特殊地区公路工程教育部重点实验室长安大学材料科学与工程学院海南省交通厅

【摘要】 为了分析贫混凝土基层沥青路面在不同路面结构和材料参数下的温度-荷载耦合应力状况,通过三维有限元数值方法,分析了沥青面层厚度和模量、贫混凝土基层厚度和模量及基层缩缝宽度对沥青路面温度-荷载耦合应力的影响.研究表明:沥青面层厚度和基层缩缝宽度对路面温度-荷载耦合应力有显著影响;基层厚度和模量对耦合应力的影响不显著.适当增加沥青面层厚度对预防反射裂缝十分有效;改变贫混凝土基层的厚度和模量对预防反射裂缝作用不大;适当宽度的基层缩缝对延缓反射裂缝效果显著.

【Abstract】 In order to analyze coupling stress of asphalt pavement on lean concrete base under different road structure and material parameters,a 3D finite element method was used to analyze the effects of the thickness and modulus of asphalt pavement,the thickness and modulus of lean concrete base and the width of contraction joint on the coupling stress of asphalt pavement.The results show that: the thickness of asphalt pavement and the width of contraction joint have great effect on coupling stress,but the thickness and modulus of base have little effect on coupling stress.It is effective to avoid reflection crack to increase thickness of asphalt pavement properly,but it is little effective to change the modulus and thickness of base;the width of contraction joint has great effect on the reflection crack.

【基金】 国家西部交通建设科技项目(200631800005)
  • 【文献出处】 郑州大学学报(工学版) ,Journal of Zhengzhou University(Engineering Science) , 编辑部邮箱 ,2009年03期
  • 【分类号】U416.216
  • 【被引频次】9
  • 【下载频次】217
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