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基于重载交通GTM混合料受力模式下路面碾压工艺机理研究 被引量:1

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摘要 根据GTM典型级配,文中采用数值模拟建立了沥青路面碾压分析的离散单元模型,并对碾压过程及不同情形下的碾压效果进行了仿真分析,动态模拟了碾压轮与沥青混合料的相互作用。并对碾压的响应进行分析,从而寻求最佳的施工工艺和使用性能,为今后路面碾压施工工艺提供必要的理论依据。
作者 兰恒水
出处 《公路》 北大核心 2016年第11期67-70,共4页 Highway
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  • 1MURPHY D J.Stress,degradation,and shear strength of granular material[M].SAYED M,ed.Geotechnical modeling and applications.Houston,Texas:Gulf Publishing Co,1987:181-211.
  • 2TERZAGHI K,PECK R B.Soil mechanics in engineering practice[M].New York:John Wiley and Sons Inc,1948:65-67.
  • 3DE SOUZA J M.Compressibility of sand at high pressure[D].Massachusetts Institute of Technology,1958.
  • 4HAGERTY M M,HITE D R,ULLRICH C R,HAGERTY D J.One-dimensional high pressure compression of granular media[J].Journal of Geotechnical Engineering,ASCE,1993,119(1):1-18.
  • 5CUNDALL P A.A computer model for simulating progressive large scale movements in blocky rock systems[C]// Proceeding of Symposium of the International Society for Rock Mechanics,Nancy,1971:8.
  • 6THOMAS P A,BRAY J D.Capturing nonspherical shape of granular media with disk clusters[J].Journal of Geotechnical and Geoenvironmental Engineering,1999,125(3):169-178.
  • 7NAKATA Y,KATO Y,HYODO M,et al.One-dimensional compression behavior of uniformly graded sand related to single particle crushing strength[J].Soils and Foundations,2001,41(2):39-51.
  • 8Itasca Consulting Group,Inc.The manuals of particle flow code in 2-dimension[R].Version 3.1,Minneapolis,2004.
  • 9MCDOWELL G R,HARIRECHE O.Discrete element modeling of yielding and normal compression of sand[J].Geotechnique,2002,52(4):299-304.
  • 10JAKY J.Pressure in soils[C]// Proceeding of 2nd International Conference on Soil Mechanics and Foundation Engineering,1948:103-107.

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