Journal of Chongqing Jiaotong University(Natural Science) ›› 2000, Vol. 19 ›› Issue (1): 47-52.
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CAO Dong-wei1, HAO Da-li1, HAN Rui-min2
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曹东伟1, 郝大力1, 韩瑞民2
作者简介:
Abstract: Structural responses of Geogrid-Reinforced asphalt concrete pavement are analyzed in this paper based on principles of composite material mechanics and finite element method(FEM).The calculation about stress and displacement,with different load positions and different conditions of the base course,indicates the rational geogrid position in pavement structure,its anti-cracking effects and its reinforcement mechanism.
Key words: geogrid, asphalt concrete pavement, composite material, finite element method
摘要: 应用复合材料力学原理和有限元法对土工网格加强沥青砼路面进行了力学分析.通过不同荷载作用位置及不同基层状况下的应力和位移分析,研究了土工网格在路面中的合理设置层位,揭示了土工网格的防裂作用与增强机理
关键词: 土工网格, 沥青混凝土路面, 复合材料, 有限元法
CLC Number:
U416.216
CAO Dong-wei, HAO Da-li, HAN Rui-min. Mechanical Analysis on Geogrid-Reinforced Asphalt Concrete Pavement[J]. Journal of Chongqing Jiaotong University(Natural Science), 2000, 19(1): 47-52.
曹东伟, 郝大力, 韩瑞民. 土工网格加强沥青砼路面结构的力学分析[J]. 重庆交通大学学报(自然科学版), 2000, 19(1): 47-52.
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