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《Chinese Journal of Underground Space and Engineering》 2013-03
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Study on Deformation Behaviors of Prestressed Anchored Sheet Pile Wall

Deng Zongwei1,Leng Wuming2,Li Zhiyong3,Zhu Shaohua1(1.School of Civil Engineering,Hunan City University,Yiyang,Hunan 413000,China;2.Civil School of South Central University,Changsha 410075,China;3.Hunan Communication Scientific Academy, Changsha 410015,China)  
In order to hold the deformation rules and find out the affecting parameters of anchored sheet piles,the study of anchored sheet pile wall deformations was performed with actual measurement and numerical methods.The result of actual measurement shows that the maximum deformations lie in middle part of the wall at the construction stage and after construction,the maximum deformation position gradually shifts to the top of the wall owing to the loss of pre-stress of anchor,the creep of rock and earth and the action of vehicle loads.The computing result shows that horizontal displacement of sheet pile is remarkably affected by the strength of filling material,the roughness of the back of the retaining wall,the flexibility of the pile,the anchor cables pre-stress and the position of the anchor cable.In order to control the maximum deformation of retaining wall,while choosing filling material,the material with larger deformation modulus and friction angle is preferable,which friction angle should not be less than 20°;while choosing pile and board,the larger roughness and the less flexibility coefficient of pile and board is preferable,the flexibility coefficient of pile should be controlled between 0.25 and 0.5;while choosing pre-stress and position of the cable,the former should not larger than 600kN,and the latter had better be controlled between 0.2H and 0.3H.
【Fund】: 湖南省教育厅重点研究项目(09A016)
【CateGory Index】: TU476
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