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《CHINESE JOUNAL OF GEOTECHNICAL ENGINEERING》 1998-01
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A one dimensional geosynthetic reinforced foundation model with non linear spring support

Yin Jianhua (The Department of Civil and Structural Engineering, The Hong Kong Polytechnic University)  
This paper presents a one dimensional geosynthetic reinforced foundation model with hyperbolic spring support representing non linear soft soil reaction.The mathematical expressian of this model is a set of two non linear ordinary differential equations.A finite difference iteration procedure is suggested for solving these two differential equations.This paper focuses on the influence of one normalised parameter in the normalised hyperbolic equation for springs on the settlement and mobilised tension force in the geosynthetics.The suggested model may be used as a basis for considering more complexities such as elasto plastic behaviour of sand and elasto plastic interface behaviour between the geosynthetics and the sand.
【CateGory Index】: TU472.34
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1 LIU Xueying;TAN Xiaohui;HU Muzi;XIU Lintian;HOU Xiaoliang;Resources and Environmental Engineering,Hefei University of Technology;;INFLUENCE OF VARIABLE PROBABILITY DISTRIBUTION ON RELIABILITY INDEX OF PILE FOUNDATION[A];[C];2018
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1 JIN Weiliang,YUAN Weibin (institute of Structural Engineering, Zhejiang University , Hangzhou 310027, China);Torsional ultimate bearing capacity of centrifugal concrete filled steel tube based on model of failure line[J];建筑结构学报;2005-02
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8 Yin Jianhua (The Department of Civil and Structural Engineering, The Hong Kong Polytechnic University);A one dimensional geosynthetic reinforced foundation model with non linear spring support[J];岩土工程学报;1998-01
9 Yan Shuwang Ben Barr(Tanjing University, Tianjin 300072) (University of Wales,England));Finite-Element Modelling of Soil-Geogrid Interaction with Application to Interpret the Pullout Behaviour of Geogrids[J];岩土工程学报;1997-06
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1 GUO Lixiang;LI Ting;YANG Jian;HUANG Hong;Jiang Xi Hang Xiao Steel Structure Co.,Ltd.;College of Civil Engineering and Architecture,East of China Jiao Tong University;Department of Civil Engineering,Qingdao Technological University;;Study on calculation method of bearing capacity for concrete-filled double-walled steel tubular columns under compression and torsion[J];铁道建筑;2014-07
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