中文核心期刊
CSCD来源期刊
中国科技核心期刊
RCCSE中国核心学术期刊

Journal of Chongqing Jiaotong University(Natural Science) ›› 2005, Vol. 24 ›› Issue (5): 29-33.

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Research on nonlinear property and granular cushion modulus of granular cushion asphalt pavement

LI Hai-yuan,ZHENG Chuan-chao   

  1. Chongqing Communications Research & Design Institute, Chongqing 400067, China;Chang’an University, Xi’an 710064, China
  • Received:2004-08-24 Revised:2004-10-22 Online:2005-10-15 Published:2015-05-18

级配碎石垫层沥青路面非线性分析及模量研究

李海远,郑传超   

  1. 1.重庆交通科研设计院,重庆400067;2.长安大学,陕西西安710064
  • 作者简介:李海远(1976—),男,内蒙古人,工程师,研究方向:路基路面工程

Abstract: In the paper,based on the multi-layer elastic system theory and nonlinear material constitutive model of granular cushion,the resilient moduli of granular cushion is analysed.Simultaneously,the computing program is designed and programmed,which computes the resilient moduli of special points in granular cushion.In addtion,the contour of the resilient moduli are drew in granular cushion.Eventually,finite element program is employed to carry out the linear analysis and nonlinear analysis of semi-r...

Key words: granular cushion, flexible pavement, nonlinear property, modulus, FEM

摘要: 笔者在文中结合弹性层状体系理论和级配碎石垫层材料非线性本构模型关系,对级配碎石垫层弹性模量变 化规律进行了分析,编制了计算级配碎石垫层计算点弹性模量的程序,绘制了碎石垫层回弹模量等值线图,并利 用有限元软件对级配碎石垫层沥青路面进行线弹性有限元和非线性有限元分析

关键词: 级配碎石垫层, 柔性路面, 非线性, 模量, 有限元

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