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《CHINESE JOURNAL OF APPLIED MECHANICS》 1998-02
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DualCoefficient Method of Analysis Applied toGeotextileReinforced Foundation of Oil Tank on Soft Clay

Wei Xinjiang(Civil Engineering Department of Zhejiang University)  
n approximate method of big oil tank foundation is worked out by readjusting two coefficient. The effect of geotextilereinforced layer for oil tank is discussed in this paper. The stress and strain of geotextile can be calculated, so it is a help for design and has pactical value.
【CateGory Index】: TU447
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【References】
Chinese Journal Full-text Database 3 Hits
1 Li Hui;;Study on Present Situation of Compound Subgrade of Rigid Pile in Embankment Load[J];城市道桥与防洪;2015-03
2 LIU Fei-yu1,2,CAI Yuan-qiang2,YU Wei1,SUN Hong-lei2(1.Dept.of Civil Engineering,Shanghai University,Shanghai 200072,China;2.Dept.of Civil Engineering,Zhejiang University,Hangzhou 310027);Dynamic response of reinforced unpaved subgrade subjected to moving loads[J];哈尔滨工业大学学报;2009-02
3 LIU Fei-yu,ZHAO Guo-xing,CAI Yuan-qiang,SUN Hong-lei(College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310027,China);Dynamic response of reinforced pavements system subjected to moving loads[J];浙江大学学报(工学版);2007-01
【Co-references】
Chinese Journal Full-text Database 2 Hits
1 Wei Xinjiang(Civil Engineering Department of Zhejiang University);DualCoefficient Method of Analysis Applied toGeotextileReinforced Foundation of Oil Tank on Soft Clay[J];应用力学学报;1998-02
2 Zhu Yaying(Shenzhen Geological Exploration & Development Co. 510080);The Practice of Large Area Treatment of Soft Subgrade by Reinforced Geotextile Layers[J];土工基础;1997-03
【Secondary References】
Chinese Journal Full-text Database 6 Hits
1 CAO Zhouyang;YANG Fengyun;Institute of Civil Engineering and Architecture,Zhengzhou Institute of Aeronautical Industry Management;School of Continuing Education,Zhengzhou Institute of Aeronautical Industry Management;;3-D Dynamic Response of Reinforced Embankment Subjected to Moving Load[J];山东交通学院学报;2015-04
2 Wu Hai;Zhang Tao;Wang Pan;Fu Hongtao;Administrative Committee of Ruian Binhai New Area;Yiwu International Trading School;Department of Civil Engineering,Shanghai University;Key Laboratory of Engineering and Technology for Soft Soil Foundation and Tideland Wenzhou University;;INTERFACE PROPERTIES OF A NEW TYPE REINFORCED SOIL WITH DIFFERENT GEOSYNTHETIC MATERIALS[J];工业建筑;2015-08
3 LUO Lie-ri;ZHENG Jun-jie;Beijing Urban Construction Exploration & Surveying Design Research Institute CO.,LTD.;School of Civil Engineering and Mechanics,Huazhong University of Science and Technology;;Study on Dynamic Characteristics of Slantwise Geosynthetic Reinforced Embankment under Traffic Load[J];郑州大学学报(工学版);2015-04
4 YANG Fengyun;YU Wei;XU Shushan;Shangqiu Normal University;Shanghai University;China United Zhujiang Architecture Design Co. ,Ltd.;;3-D dynamic response of infinite plate on reinforced pavement subjected to traffic load[J];四川建筑科学研究;2013-06
5 Liu Feiyu,Yang Fengyun (Department of Civil Engineering,Shanghai University,Shanghai 200072,P.R.China);3-D Dynamic Response of Reinforced Embankment and Track System Subjected to Moving Traffic Load[J];土木建筑与环境工程;2013-04
6 CAI Zhi-jian,MA Shi-cheng,LUAN Yi,CAI Zhi-Yuan(Civil Engineering and Mechanics College,Xiangtan University,Xiangtan,Hunan 411105,China);The Collapse Incident Analysis and Control Techniques on Slope in Xiangtan City[J];南华大学学报(自然科学版);2012-02
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