Study of the interaction among anti-slide pile,anchor and soil body
Men Yu-ming
Abstract
Men Yu-ming
Abstract
The present research of the anchored anti-slide pile is based on separate calculating of anchor and anti-slide pile,ignoring their interaction.In accordance with this problem,the calculation method of the interaction system among anti-slide pile,pre-stressed anchor and soil is studied.The calculation methods of the anchored anti-slide pile are proposed: besides considering the strength of anchor,the deformation of anchor should be considered which is compatible with the anti-slide pile's deformation.A theoretical calculation formula of internal force on anchor anti-slide piles is put forward.At last,we presented the application of this method in studying and calculating the anchor anti-slide piles of the controlling scheme of the No.1 landslide in the Yan'an pagoda-mountain,and compared it with the other methods.
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The present research of the anchored anti-slide pile is based on separate calculating of anchor and anti-slide pile,ignoring their interaction.In accordance with this problem,the calculation method of the interaction system among anti-slide pile,pre-stressed anchor and soil is studied.The calculation methods of the anchored anti-slide pile are proposed: besides considering the strength of anchor,the deformation of anchor should be considered which is compatible with the anti-slide pile's deformation.A theoretical calculation formula of internal force on anchor anti-slide piles is put forward.At last,we presented the application of this method in studying and calculating the anchor anti-slide piles of the controlling scheme of the No.1 landslide in the Yan'an pagoda-mountain,and compared it with the other methods.
Key concepts: Pile, Geotechnical engineering, Internal forces, Deformation (meteorology), Geology, Structural engineering, Landslide, Engineering