助手标题  
全文文献 工具书 数字 学术定义 翻译助手 学术趋势 更多
查询帮助
意见反馈
   桩体 在 公路与水路运输 分类中 的翻译结果: 查询用时:0.014秒
图标索引 在分类学科中查询
所有学科
公路与水路运输
建筑科学与工程
更多类别查询

图标索引 历史查询
 

桩体
相关语句
  pile shaft
    the influence degree of grouting injection around the pile shaft on bearing capacity of pile foundation.
    通过在桩体周围土中注浆对桩承载力的影响程度。
短句来源
    2, The calculation mode is put forward which impacts the horizontal displacement of adjacent piles in the process of improving soft foundation and embankment reclaiming, in which soil mass and adjacent pile shaft are whole mass.
    2)将桩体和土体作为整体来考虑软基处理和路堤填筑作用下桩体受土体水平位移的变形性状,提出路堤填筑过程中,影响桩体水平侧移的计算模型。
短句来源
    Controlled blasting method applied to demolishing underground reinforced concrete pile shaft is presented according to specific circumstances of drilling machine and outside restraint, especially including attention of drilling, charging and initiating etc.
    介绍了地下钢筋混凝土桩体的控制爆破方法,以及在钻孔设备及外界约束较特殊的情况下,钻孔、装药及起爆等方面的注意事项。
短句来源
  “桩体”译为未确定词的双语例句
    Non-linear Finite Element Analysis of Embankment Composite Foundation
    填土路堤下复合地基中桩体的非线性有限元分析
短句来源
    Calculation for Pile Efficacy of Pile-Supported Reinforced Embankments
    桩承式加筋路堤桩体荷载分担比计算
短句来源
    The normal stress in the soil around columndecreases gradually with radial distance.
    桩周土中正应力随距桩体的径向距离的增大而逐渐减小;
短句来源
    3. Use the Finite Element software (ABAQUS) to simulate the PCC pile group effect by varying the parameters such as the cushion Yong's module, pile length, pile spacing etc.
    3.利用有限元软件ABAQUS,建立三维复合地基群桩模型,分析了垫层模量、持力层、桩体几何参数对PCC桩群桩效应的影响,得到PCC桩复合地基设计参数如桩长、桩间距和持力层等选取的一般规律。
短句来源
    After the construction of right tunnel,vertical stress difference of piles at the depth,where tunnel lays,gets the maximum value of 367kPa,and the horizontal stress difference of piles at the depth reaches the maximum value 9.6kPa,the maximal differential settlements of poles is 6.8mm,according to the standard of piles design,it is not necessary to take consolidation measures to assure the safety of the buildings;
    在右侧隧道施工后,隧道埋深处桩体的竖直应力变化最大,最大值为367 kPa,桩体水平应力在与隧道同一深度处变化较大,最大值为9.6 kPa; 单桩的最大差异沉降为6.8 mm,按照桩基设计规范,不需要采取加固措施减便可确保建筑物基础的安全可靠;
短句来源
更多       
查询“桩体”译词为用户自定义的双语例句

    我想查看译文中含有:的双语例句
例句
为了更好的帮助您理解掌握查询词或其译词在地道英语中的实际用法,我们为您准备了出自英文原文的大量英语例句,供您参考。
  pile shaft
The soil around the pile shaft is assumed to be rigid-plastic, while that under the pile-tip is assumed to be ideally elastoplastic.
      
The employed method can contribute to determining the greatest tension along pile shaft resulting from expansive soils swelling and provide reliable bases for engineering design.
      
The method can be employed to obtain various distributive curves of axial force, settlements and skin friction along the pile shaft with the changes of active depth, vertical movements of the surface and loads of pile-top.
      
It is generally not recommended to re-use Type SS Helical Pile shaft material after it has been permanently twisted during a previous installation.
      
In most cases for rock socket pile, the settlement performance is usually governed by the elastic shortening of the pile shaft.
      
更多          


The following four problems are discussed in this paper: ( 1 ) light compact with heavy hammer. ( 2 ) the function of dolly and packing, ( 3 ) hovr to determine set being used as the controlling standard of pile installation. and(4)how to estimate the magnitude of compacting compression stress so as to ensure the soundness of the pile body.

本文讨论了锤击沉柱时的四个问题:关于重锤轻打的问题;关于锤垫和桩垫的作用问题;如何确定作为控制沉桩标准的贯入度;关于如何估计锤击压应力的大小以保证桩体完好的问题。 我局每年施打的预应力混凝土桩约2万根。碰到的打桩问题很多,如何认识这些问题并作出正确的处理,对保证基桩的质量、降低工程成本具有重要的现实意义。为此,1988年4月28日在第三航务工程局科研所召开了“桩基技术研讨会”,对桩基施工中的问题进行了研讨。

Cement Spraying pile in a new technoloyy to reinforce soft grourd which rose in recenty ytars.The technology was used in norwest area first to reinforce soft ground of extending section in Xi-Bao Freeway.The paper introduced work and experience of eunstruction supervision in the section,and put forward testing items of pole body,for referene. W

西宝高速公路延伸段软土地基加固处理工程在西北地区首次采用了水泥粉喷桩技术。根据该技术的施工特点,本文论述了笔者从事该软土加固工程施工监理的作法和体会,并提出了桩体检验测试项目,可供有关工程参考。

Based on model experiments and site investigation, the authors have studied how to handle soft foundation between piles by blasting, which has strong background of engineering. The method to handle soft foundation between piles by blasting is reliable, safe and easy to operate, with better strengthening effects.

本文是堤下爆炸法处理淤泥地基新工艺的研究及应用的第二部分,着重介绍该工艺应用于桩间棱体的挤淤时,爆炸冲击波和淤泥、石块运动对桩的作用。计算和检测表明,桩体的安全是可以得到保证的。

 
<< 更多相关文摘    
图标索引 相关查询

 


 
CNKI小工具
在英文学术搜索中查有关桩体的内容
在知识搜索中查有关桩体的内容
在数字搜索中查有关桩体的内容
在概念知识元中查有关桩体的内容
在学术趋势中查有关桩体的内容
 
 

CNKI主页设CNKI翻译助手为主页 | 收藏CNKI翻译助手 | 广告服务 | 英文学术搜索
版权图标  2008 CNKI-中国知网
京ICP证040431号 互联网出版许可证 新出网证(京)字008号
北京市公安局海淀分局 备案号:110 1081725
版权图标 2008中国知网(cnki) 中国学术期刊(光盘版)电子杂志社