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竖桩和斜桩在拱式桥梁工程中的应用比较 被引量:4

Conparison of Application of Plumb Pile and Battered Pile in Arch-Type Bridge Project
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摘要 本文对斜桩受力及承载力计算进行了探讨 ,并通过对竖桩和斜桩的受力比较 ,认为在拱式桥梁工程中斜桩受力比竖桩受力有利 ,因此 ,拱式桥梁桩基可采用带有一定倾斜角度的斜桩来承受拱座垂直反力与水平推力 ,可不再设台后阻滑板 ,减少工程开挖量 ,节省工程投资。 The paper approaches to the calculation of the forced and bearing capacity of battered pile.And through the forced comparison between plumb pile and battered pile it thinks that the battered pile is favorable more than plumb pile in forced aspect in arch type bridge project.Therefore,battered pile with a certain oblique angle can be used for arch type bridge pile foundation to bear the vertical reversed force and the horizontal pushing force of the arch skewback.It can without anti sliding plate at the rear of abutment,reduce the excavation quantities of the project and save the investment of the project.
作者 张文渊
出处 《城市道桥与防洪》 2002年第2期36-39,共4页 Urban Roads Bridges & Flood Control
关键词 斜桩 竖桩 承受力 拱式桥梁 应用比较 battered pile,plumb pile,bearing capacity,arch type bridge,comparison in application
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  • 1郑震.大水平力作用下群桩基础计算[J].工业建筑,2007,37(z1):810-812. 被引量:5
  • 2魏伟,张全芳.斜桩在斜塘河大桥中的应用[J].城市道桥与防洪,2006(6):90-93. 被引量:5
  • 3Poulos, H. G. Raked Piles - Virtues and Drawbacks. J. Geotech. Geoen. Eng [ J ]. 2006 ( 6 ). 被引量:1
  • 4Poulos,H. G. Approximate computer analysis of pile group subjected to loads and ground movements. Int. J. Nu - mer. Analyt. Meth. G ch[ J]. 1999, (23). 被引量:1
  • 5潘健,刘杰伟,胡巍巍.地面竖向位移对斜桩工作性状的影响[J].土木工程学报,2007,40(6):135-138. 被引量:2
  • 6潘健,胡巍巍.地面水平位移对斜桩工作性状的影响[J].华南理工大学学报,2008,36(3):90-93. 被引量:1
  • 7[5]Poulos H G.Approximate computer analysis of pile groups subjected to loads and ground movements.Int J Numer Analyt Meth Geomech,1999;(23):1021-1041 被引量:1
  • 8[6]Poulos H G.DEFPIG users' manual,Centre for Geotechnical Research,Univ of Sydney,Sydney,Australia,1980 被引量:1
  • 9[7]Poulos H G.An approach for the analysis of offshore pile groups.Numerical Methods in Offshore Piling,Inst Civil Engnrs,London,1979:119-126 被引量:1
  • 10[8]Poulos H G,Madhav M R.Analysis of the movement battered piles.Proc 1st Aus Geom J,1974; G(4):26-32 被引量:1

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