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《Journal of Taiyuan University of Technology》 2011-02
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Three-dimensional Finite Element Analysis of Double Arched Aqueduct Abutment Pile Bearing Capacity

SUN Jian-sheng,XING Xi-wang,HUANG Juan,WU Qi-bin(College of Water Resource Science and Technology of TUT,Taiyuan 030024,China)  
By using ANSYS,a three-dimensional finite element simulation analysis was conducted on aqueduct,abutment,pile and foundation soils mass in Beizhao arched aqueduct water-lifting project of Shanxi Province,and the structure stress deformation regularity under gravity and temperature load was obtained.Because horizontal displacement of the abutment leads to the bending deformation of the pile,it is difficult to use general theoretical calculation for interaction distribution between pile and soil.Therefore,in this paper,an overall simulation model including foundation,pile,abutment and arch span was established.Integrated analysis was conducted,with emphasis on the influence of horizontal thrust of arch abutment on stress,displacement and deformation of pile and soil.
【CateGory Index】: U443.15
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1 HU Zhao-hui,YU hui(Beifang Investigation Design and Research Co.,Ltd.,Sinohydro,Tianjin 300222;China);Bearing Capacity Calculation for Pile Foundation of Aqueduct[J];South-to-North Water Transfers and Water Science & Technology;2009-06
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