总沉降的英文

• total settlement

• "总"英文翻译    assemble; gather; put togeth ...
• "沉降"英文翻译    subside; settle
• "总沉降量" 英文翻译 :    total settlement
• "总沉淀率" 英文翻译 :    general sedimentation rate
• "沉降" 英文翻译 :    1.(沉淀, 沉积, 沉陷) subside; settle 地面沉降 earth subsidence2.[地] sedimentation; (地基在建筑物荷重下发生的竖向变形) settlement
• "总沉积物运输" 英文翻译 :    gross sediment transport
• "波(沉降)" 英文翻译 :    borros point
• "沉积；沉降" 英文翻译 :    deposition
• "沉降（作用）" 英文翻译 :    sedimentation
• "沉降，沉积" 英文翻译 :    sedimentation
• "沉降；地陷" 英文翻译 :    settlement
• "沉降；下垂" 英文翻译 :    sagging
• "沉降板" 英文翻译 :    diving plate
• "沉降比" 英文翻译 :    settlement factor; settling ratio
• "沉降槽" 英文翻译 :    cylindrical settler; hydroseparator; sedimentation cell; sedimentation tank; settlerstorer; settling ark; settling tank; settling vat; settling vessel; spin bath; subsider; thickener
• "沉降层" 英文翻译 :    sediment bed
• "沉降差" 英文翻译 :    differential settlement
• "沉降池" 英文翻译 :    sediment trap; sedimentation basin; sedimentation pond; sedimentation tank; settlerstorer; settling basin; settling bower; settling bowl; settling pit; settling pond; subsidence basin
• "沉降带" 英文翻译 :    geotectogene; su idencezone; subsidence zone; subsiding belt; zone of subsidence; zoneofsu idence
• "沉降袋" 英文翻译 :    sediment bag
• "沉降的" 英文翻译 :    sedimentary
• "沉降地" 英文翻译 :    depression
• "沉降法" 英文翻译 :    sedimentation
• "沉降风" 英文翻译 :    fallout winds
• "沉降缝" 英文翻译 :    settlement joint; settlementjoint; settling joint

• A composite foundation under embankment is given to show how to use the representative segment method in computing its settlement
  然后，确定7个修正系数，按推荐的方法计算复合地基相应区域的压缩量及总沉降。
• The dry and wet deposition fluxes in the east china sea are both smaller than those in the southern yellow sea , but for its large area , the annual atmospheric input is greater than that to the southern yellow sea
  东海海域的大气干、湿沉降通量均比黄海海域小，但由于其面积较大，所以年平均大气总沉降量比南黄海海域大。
• In the paper , first we analyze characteristic of settlement and account method about soft clay ground at bridge approach . value of settlement factor when total settlement is calculated by experimental formula method is discussed
  针对温州地区软土层的物理力学特性，对采用经验系数法计算总沉降时的沉降系数的取值进行了讨论。
• The data captured in field tests and observations both prove that crossrange prestressing can effectively reduce roadbed settlement , shorten the roadbed compression and stabilization period , and increase the capacity of roadbed
  通过试验路段的试验以及竣工后一段时间的定期观测，表明侧向施加的预应力能减少路堤总沉降，缩短工后沉降稳定期，提高路堤的承载力。
• The elements affecting total settlement during vacuum preloading consolidation were discussed . the principle that defined the coefficient of total settlement correction by the magnitude of combined loadings was suggested . the mechanism and compone
  分析了真空预压加固地基总沉降的组成，对各部分沉降计算做了分析，并建议按联合堆载量大小来总结真空预压加固地基沉降修正系数。
• Working mechanism of prestressing cfrp restrain fill has been analyzed comprehensively in the paper , moreover which also been proved in theory that crossrange prestressing can raise the strength of load - bearing and shock , enhance the shear resistance
  论文还对预应力碳纤维路堤的工作机理进行了较全面的分析，从理论上证实侧向施加的预应力能提高路堤的承载力、抗剪强度和抗变形能力，并推导出计算总沉降的修正公式。
• This is the first time to apply prestressed carbon fiber to roadbed engineer in the world . the high tensile strength and corrosion - resisting property of prestressed carbon fiber make it possible that the soil is in triaxial state of stress . therefore , the embankment fill can be compacted , the settlement can be reduced and side slope stability can be improved
  本课题第一次将预应力碳纤维技术应用于路基工程中，利用碳纤维的高抗拉强度和高耐腐蚀性，对其施加预应力，使路基土体处于三向受压应力状态中，从而加强路堤填料的密实程度、减少路堤的总沉降、增加边坡的稳定性。
• Longitudinal ground settlements caused by shield tunneling are analyzed by monitoring data . the settlements in different period are concluded . the settlements of different distance away from the incision are compared which possesses an important significance for construction
  3 、通过对南京地铁盾构区间实测数据的分析，研究盾构推进过程对纵向地表沉降的影响过程，总结了南京地区盾构推进时各阶段沉降量占总沉降量的百分比，比较了盾构施工时距切口不同距离地表的沉降情况，对指导施工有重要意义。
• Firstly , on the base of analysis and summarize already existing every kind of means to calculate the settlement of the foundation , and combinating stress peculiarity of the rigid pile in rigid - soften composite piles foundation , lodge a new method named utmost stress to calculate the settlement of it . it was proved useful with the practical example . besides that , bring forward a criterion that the calculation of the settlement must be bigger than the observation of it for 30 % to discriminate a method between safe and unsafe
  刚柔复合桩基应用的关键是控制基础沉降，本文首先在分析和总结已有各种沉降计算方法的基础上，结合刚柔复合桩基中刚性桩和柔性桩的受力特点，提出了一种刚柔复合桩基沉降计算的新方法?极限应力法：在修正应力法的基础上，假设刚性桩的实际承载力达到其设计承载力极限值，则桩土应力比易于确定，从而可得复合桩基的总沉降量。
• Two test methods are employed : one is loading the samples before thawing , and the other is loading the samples after completely thawed . the coefficient of thaw settlement as a function of granule , as a function of water , and also as a function of dry density are protracted ; besides , the consolidation coefficient of thawed samples as a function of granule , as a function of water , and as a function of dry density are protracted . we can discover from the test results that the thaw - settlement coefficient and the consolidation coefficient of thawed samples are mainly relevant to the granule , dry density and the water content they have little to do with the geology and geography factor of the frozen soils
  为了研究季节冻土区工业民用建筑的基础浅埋稳定性问题,特开展了有关季节冻土的融化压缩特性的研究,先后在内蒙古农业大学三个比较典型的建筑地点取了将近三百个试样,在室内进行试验,采取两种试验方法即先融化后压缩试验法和同时融化压缩试验法,通过对这三个不同地点的两种不同的试验方法的试验结果进行对比分行,分别绘制了融沉系数与冻土的含水(冰)量、干容重以及颗粒级配的关系曲线;融化压缩系数与冻土的含水(冰)量、干容重以及颗粒级配的关系曲线,由试验结果发现冻土的融沉系数和融化压缩系数都与冻土的含水量呈正向相关关系,可近似的用线性方程来表示;两种实验方法的总沉降量与冻土的含水量呈正向相关关系,与冻土的干容重呈反向相关关系,也可以近似的用线性方程来表示。