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土工合成材料处治填石路堤有限元分析
引用本文:周志刚,佘满汉,俞文生. 土工合成材料处治填石路堤有限元分析[J]. 武汉水运工程学院学报, 2012, 0(4): 671-674
作者姓名:周志刚  佘满汉  俞文生
作者单位:长沙理工大学道路结构与材料交通行业重点实验室,长沙410004
基金项目:江西省交通运输厅科技计划项目资助
摘    要:分析了填石路堤的危害,提出用土工合成材料处置填石路堤,利用平面有限元方法,对在交通荷载和填料自重作用下土工合成材料对填石路堤的加筋作用进行了研究分析,对比研究铺土工合成材料与不铺土工合成材料时填石路堤中应力分布和位移变化.在此基础上,提出土工合成材料处治填石路堤、隔离粗细填料时受力分析的理论计算模型.

关 键 词:土工合成材料  填石路堤  有限元分析  加筋

Analysis on Mechanism of Geosynthetics Treating Rock Embankment by FEM
ZHOU Zhigang,SHE Manhan,YU Wensheng. Analysis on Mechanism of Geosynthetics Treating Rock Embankment by FEM[J]. , 2012, 0(4): 671-674
Authors:ZHOU Zhigang  SHE Manhan  YU Wensheng
Affiliation:(Changsha University of Science & Technology, Key Laboratory of Road Structure Material, Ministry of Transport of PRC, Changsha 410004,China)
Abstract:This paper analyzed the harm of rock embankment and proposed using geosynthetic materials treating stone-filled embankment. By using plane finite element method,the reinforcing effect of geo- synthetic materials for rock embankment under the action of traffic load and self-weight is analyzed. The stress distribution and displacement change in rock embankment are compared between those paved and un-paved with geosynthetic materials. Based on this, the theoretical calculation model is suggested for stress analysis of geosynthetic materials treating rock embarkment and separating coarse and fine filling.
Keywords:geosynthetic materials rock embankment finite element analysis reinforcement
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