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1)  pile caps of bridges
桥梁桩基承台
2)  pile foundation bearing capacity
桥梁桩基承载力
1.
Effect of collapsible loess on pile foundation bearing capacity;
黄土湿陷性对桥梁桩基承载力的影响
3)  bridge cushion cap
桥梁承台
4)  pile capping beam
桩承台梁,桩帽梁
5)  bridge pile foundation
桥梁桩基
1.
3-D numerical analysis of large subsoil liquefaction distortion influence resulted from earthquake on bridge pile foundation;
地震地基液化大变形对桥梁桩基危害性三维数值分析
2.
On application of composite pile foundation in bridge pile foundation construction in karst areas
复合桩基在岩溶地区桥梁桩基施工中的应用
3.
At present,a comparative mature and unified calculation method of the cost of treatment of karsts cave in bridge pile foundation has not yet come into being in China,so there is a biggish divergence in the calculation method of costs between the owner and the construction enterprise.
目前,桥梁桩基溶洞处理费用在我国还没有形成比较成熟和统一的计算方法,业主与施工单位双方关于发生费用的计算方式存在着较大的分歧。
6)  bridge pile
桥梁桩基
1.
Research on Large Ground Displacement Effects on Bridge Pile Foundation under Earthquake Liquefaction and Improvements Techniques;
液化大变形条件下桥梁桩基的反应与对策研究
2.
In this paper, on the basis of many studies reported in the literature, the effects on bridge pilesare reviewed of the liquefaction induced lateral spread and large ground displacements.
根据国内外文献资料,主要就地震高烈度区液化引起的地面侧向大变形对桥梁桩基的影响的研究现状进行分析,总结了地面大变形引起的震害情况、液化诱发地面大变形的机理及液化大变形的预测方法、桥梁桩基的震害和液化大变形对桥梁桩基的影响、桥梁桩基抗地面大变形的措施,以及存在问题和研究思路。
3.
More and more study on cap-pile groups-soil interaction of bridge pile in loess area has been paid attention to.
黄土的工程特性和地层分布具有其自身的特点,黄土区桥梁桩基桩—土—承台共同工作的研究越来越受到工程界和学术界的关注。
补充资料:桩承台
      简称承台,是组成桩基础的结构构件,在桩顶将桩群连接成整体,支承作用在桩基上的荷载并传递给桩和地基。桩承台的平面形状取决于桩的布置情况,通常做成矩形或条形。码头、桥梁等构筑物的桩基,桩顶往往高出地面或河底。这种桩称为高桩,其承台称为高桩承台。工业和其他民用建筑物的桩基,桩顶则往往低于地面,这种桩称为低桩,其承台称为低桩承台。
  

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