桩基结构的英文

• piling strtucture
• riling structure

• "桩"英文翻译    pile; pole; stake
• "基"英文翻译    base; foundation
• "结构"英文翻译    structure; composition; cons ...
• "筏基结构" 英文翻译 :    raft construction
• "木基结构板材" 英文翻译 :    structural wood-based panel
• "桩基" 英文翻译 :    pile footing; pile foundation work; pile supported foundation; piled foundation; pilefoundationwork; piling foundation
• "超媒体时基结构语言" 英文翻译 :    htbsl hypermedia time base structuring language
• "桩基层" 英文翻译 :    piling layer
• "桩基础" 英文翻译 :    boring machine for pile foundation; deep foundation; pile footing; pile-supported foundation; piled foundation; pilefoundation
• "桩基的" 英文翻译 :    piled; piling support
• "桩基式" 英文翻译 :    open piled type
• "上基结余" 英文翻译 :    old balance
• "板桩基础" 英文翻译 :    sheet pile foundation
• "打桩基础" 英文翻译 :    pile foundation
• "地锚；地锚桩基" 英文翻译 :    ground anchor
• "地锚桩基；锚钉" 英文翻译 :    ground anchor
• "浮式桩基" 英文翻译 :    floating pile foundation
• "浮式桩基础" 英文翻译 :    floating pile foundation
• "浮桩基础" 英文翻译 :    floating pile foundation
• "刚性桩基式" 英文翻译 :    rigid piled
• "钢板桩基" 英文翻译 :    steel sheet piling
• "管桩基础" 英文翻译 :    pipe pile foundation
• "扩展桩基" 英文翻译 :    bulb-shaped base
• "螺旋桩基" 英文翻译 :    screw pile foundation
• "磨擦桩基础" 英文翻译 :    floating pile foundation; friction foundation

• On reliability study of bridge pile foundation structure system
  桥梁桩基结构系统的可靠性研究
• Study on the type of pile structures for weizhou 11 - 1 oilfield platform
  1平台桩基结构型式研究
• Following the conventional structural design philosophy , the pile structure of weizhou 11 - 1 platform usually use the type of main pile
  按照常规工程结构设计思路，涠洲11 - 1油田这样规模的浅水平台桩基结构，通常采用主桩结构型式。
• The practice indicates that the skirt pile structure can be adopted for the platforms in the shallow water area in china , which not only can effectively avoid geotechnical risk , but also can reduce costs
  实践结果表明，我国浅海地区油田平台桩基结构可以来用裙桩结构型式，不仅可以有效回避工程地质风险，而且可以降低成本。
• Nowadays , the pcc pile have been widely used for soft ground improvement and application of foundation engineering . the behavior of pcc pile , that subjected to lateral load has been studied in this paper . the behavior of the pcc pile has involved moment and horizontal displacement and load of pcc pile . they are studied by in the physical model experimen , field test finite element numerical analysis , and exponential progression solution . in additional , the comparatively computal analysis are carried out among pcc pile , cast - in - situ concrete circular pile , prefabricate concrete square pile , and obtain some signification conclusion
  本文主要围绕现浇混凝土薄壁管桩(以下简称pcc桩)这一新型的桩基结构型式的水平承载性状展开研究，通过室内模型试验、现场试验、有限元数值模拟分析试验及弹性幂级数解析法分析等手段，对pcc桩水平承载的桩身受力性状，桩身挠曲位移，桩身弯距分布，桩与桩周土相互作用的地基反力等几方面进行了初步的探讨和研究，最后将pcc桩与目前工程中的两种常用于承受水平荷载的桩型进行对比计算分析，得到有意义的结论。
• Large diameter prestressed concrete tubular pile is one of the new type of pile foundation structure developed in the period of sixth five - years plan , the category and specifications of this kind of concrete tubular pile improved continually from the only one al type to a , b , c three category including seven types with the development of harbor industry , and applied in more than forty large scale harbor and bridge projects . the advantages of this product such as better structure performance , lower investment and higher construction speed were fully embodied in such projects
  大直径预应力混凝土管桩是我国从“六五”期间开始的新的桩基结构形式，随着港口事业的发展，大直径预应力混凝土管桩的品种与规格不断得到拓展，从原来的单一的a1型桩发展到a 、 b 、 c三类7种规格的系列产品，在全国四十多座大型码头和桥梁工程中得到应用，充分体现了大管桩这一产品结构性能好，投资省，速度快的优势。