Conditions of application analysis of per-stressed anchor-wire anti-slide pile by FEM
Chu Xiaogang
Abstract
Chu Xiaogang
Abstract
Prestressed anchor friction pile as the mainstream measure of control landslide,to change the ordinary anti-slide pile unreasonable cantilever stress state,which greatly reduces the bending moment of pile cross-section and buried depth.The last 20 years been widely applied.For the different conditions of landslide,select the most suitable prestressed anchorage cable anti-slide pile structure,is problem worthy of study.Against ordinary anti-slide pile,distribution of single anchor cable anti-slide pile and multi-anchor cable stabilizing piles,article using the finite element method analysis the distribution of internal force of the different thrust the case,carried out a mechanical comparison,come to the conditions of application of a different structural forms of the anti-slide pile,available anti-slide pile design reference.
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Prestressed anchor friction pile as the mainstream measure of control landslide,to change the ordinary anti-slide pile unreasonable cantilever stress state,which greatly reduces the bending moment of pile cross-section and buried depth.The last 20 years been widely applied.For the different conditions of landslide,select the most suitable prestressed anchorage cable anti-slide pile structure,is problem worthy of study.Against ordinary anti-slide pile,distribution of single anchor cable anti-slide pile and multi-anchor cable stabilizing piles,article using the finite element method analysis the distribution of internal force of the different thrust the case,carried out a mechanical comparison,come to the conditions of application of a different structural forms of the anti-slide pile,available anti-slide pile design reference.
Key concepts: Pile, Bending moment, Structural engineering, Finite element method, Thrust, Geotechnical engineering, Pile cap, Engineering