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Working mechanism of two-direction reinforced composite foundation

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【Author】 ZHANG Ling,ZHAO Ming-hua,HE Wei(Institute of Geotechnical Engineering,Hunan University,Changsha 410082,China)

【机构】 Institute of Geotechnical Engineering Hunan University； Institute of Geotechnical Engineering Hunan University； Changsha 410082 China；

【摘要】 Based on the discussion about working mechanism of horizontal reinforcement and that of vertical reinforcement,respectively,the working mechanism of two-direction reinforced composite foundation was studied.The enhancing effect of horizontal reinforcement on vertical reinforced composite foundation was analyzed.A simplified calculation method for such two-direction reinforced working system was presented.A model experiment was carried out to validate the proposed method.In the experiment,geocell reinforcement worked as the horizontal reinforcement,while gravel pile composite foundation worked as the vertical reinforcement.The results show that the calculated curve is close to the measured one.The installation of geosynthetic reinforcement can increase the bearing capacity of composite foundation by nearly 68% at normal foundation settlement,which suggests that the enhancing effect by geosynthetic reinforcement should be taken into account in current design/analysis methods.更多还原

【Abstract】 Based on the discussion about working mechanism of horizontal reinforcement and that of vertical reinforcement,respectively,the working mechanism of two-direction reinforced composite foundation was studied.The enhancing effect of horizontal reinforcement on vertical reinforced composite foundation was analyzed.A simplified calculation method for such two-direction reinforced working system was presented.A model experiment was carried out to validate the proposed method.In the experiment,geocell reinforcement worked as the horizontal reinforcement,while gravel pile composite foundation worked as the vertical reinforcement.The results show that the calculated curve is close to the measured one.The installation of geosynthetic reinforcement can increase the bearing capacity of composite foundation by nearly 68% at normal foundation settlement,which suggests that the enhancing effect by geosynthetic reinforcement should be taken into account in current design/analysis methods.更多还原

【关键词】 composite foundation； two-direction reinforcement； working mechanism； bearing capacity；
【Key words】 composite foundation； two-direction reinforcement； working mechanism； bearing capacity；

【基金】 Project (2006AA11Z104) supported by the National High-Tech Research and Development Program(“863” Program)

【文献出处】 Journal of Central South University of Technology ,中南工业大学学报(英文版) , 编辑部邮箱 ,2007年04期

【分类号】TU470
【被引频次】19
【下载频次】154

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