液化区的英文

• fluidized zone

• "液化"英文翻译    liquefaction; deliquesce; li ...
• "区"英文翻译    H region; H
• "液化" 英文翻译 :    [化学] liquefaction; deliquesce; liquefying; liquidation◇液化剂 liquefier; fluidifiant; liquefacient; 液化器 [工业] liquefier; 液化石油气 liquefied petroleum gas (lpg); 液化天然气 liquefied natural gas (lng)
• "碘化区" 英文翻译 :    iodination zone
• "风化区" 英文翻译 :    redlight district; weathering zone
• "活化区" 英文翻译 :    region of activation
• "净化区" 英文翻译 :    decontamination area
• "空化区" 英文翻译 :    cavitation zone
• "裂化区" 英文翻译 :    cracking zone; zone of cracking
• "绿化区" 英文翻译 :    green area; green link; zonas verdes
• "慢化区" 英文翻译 :    slowing-down area; slowing-down region
• "贫化区" 英文翻译 :    denuded zone; depletion region
• "热化区" 英文翻译 :    thermalization range
• "熔化区" 英文翻译 :    bond; fluxed zone; fluxing zone; fused zone; fusion zone; melt section; melting area; zone of fusion
• "溶化区" 英文翻译 :    ablation zone
• "软化区" 英文翻译 :    soft zone; softened zone
• "弱化区" 英文翻译 :    attenuated region
• "退化区" 英文翻译 :    zone of degeneration
• "文化区" 英文翻译 :    culture area
• "雾化区" 英文翻译 :    range of atomization
• "宣化区" 英文翻译 :    xuanhua district
• "氧化区" 英文翻译 :    area of oxidation; oxidation zone; oxidizing zone; zone of oxidation
• "易化区" 英文翻译 :    facilitated area; facilitatory region; facilitory area
• "硬化区" 英文翻译 :    area of hardening; hard zone; hardened zone
• "约化区" 英文翻译 :    reduced zone

• Construction of high embankment in road - bridge transitional section easily fluidized by vibration
  震动液化区路桥过渡段高路堤施工技术
• 5 . on the basis of the results of the analysis in this paper , summing up the security measures to the liquefied zone : rational using liquefied sand layer and avoiding failure of foundation
  5 、在本文计算分析结果的基础上,总结提出了从合理利用液化层和避免地基失效两个方面着手的液化区抗震设防措施。
• The results of the dynamic analysis illuminate that the liquefied area of the dam will be at the top of the coal ash body where coal ash deposits naturally . the depth of the liquefied area is about 20m and the liquefied area is far from the sub - dam , so it does no harm to the dam
  该灰坝的动力特性分析表明，灰坝的液化区分布在灰体的上部，主要是在煤灰自然沉积区，液化深度在zom左右，液化区离子坝的距离较远，因此对坝体不构成威胁。
• When it comes to the research about the post - liquefaction behavior of saturated sand , the situation is not so famous . the current research is supported by the national science foundation project of large ground displacement due to seismic liquefaction ( no . 59809004 ) , and in this thesis the basic aspects about the post - liquefaction behavior of saturated sand has been thoroughly investigated . the main contents of the current research are as follows : in order to investigate the behavior of saturated sand , a multi - functional tri - axial test equipment has been designed
  饱水砂土地震液化引起的地面大变形会对液化区的各种结构产生灾难性的破坏，在过去的几次大地震中均发现有因地面大变形而导致的破坏现象，但目前对该问题的研究较为欠缺，有关饱水砂土液化问题现有的研究基本都局限在初始液化之前，在饱水砂土地震液化的影响因素、产生的机理及条件、液化势的判别等方面积累了大量的研究成果，而液化后问题的研究才处于起步阶段。
• With an analysis of soil liquefaction potential for free field of nanjing metro line 1 under 7 degree earthquake , as well as for excavated field , in line with railway engineering anti - earthquake design specification , dynamic triaxial tests and theoretical analysis using efficient stress method , the author comes to the conclusion that , when metro plate is located at layer s and the layer is thick , liquefied area is at metro bottom plate ; in some local section liquefied area is at metro top plate , or arch sides at the top of metro in most places
  摘要采用铁路工程抗震设计规范、动三轴试验及有效应力的理论分析相结合的方法，对南京地铁南北线（ 1号线）区间隧道开挖后其地基土在7度地震情况下的土层液化情况进行分析得出：当隧道底板坐落在5层且5层较厚时的液化区出现在隧道衬砌底板处；局部地段液化区出现在隧道顶部及拱腰；大部分地段的液化区出现在隧道顶板上方。
• Abstract : in this paper , the efficient stress method is used as main means , while the railway engineering anti - earthquake design specification and the dynamic triaxial test are used as additional means . the authors analyze the ground layer liquefaction of shield tunnelling built on powder soil or fine sand , whose top plate is buried under two kinds of depth , and conclude that the liquefaction area is different with different buried depth . finally , the rational buried depth is proposed
  文摘:以有效应力原理的有限元计算分析为主、铁路工程抗震设计规范及室内动三轴实验为辅，对修建在粉土或粉细砂层中的盾构隧道进行了两种不同埋深情况下的液化分析，得出了埋深不同液化区出现区域不同的结论，并提出隧道抗液化的合理埋深。
• Catastrophic damages to structure can be made by lateral permanent displacement , namely large ground displacement , on gently sloping ground induced by liquefaction of saturated soil deposits during earthquake , which is the main type of seismic damages of highways , railways , bridges , docks , embankments , buildings , underground structures and lifeline engineering in liquefied area . in recent ten years , studies on the new type of failure made by liquefaction have been carried out
  地震过程中由于饱和砂土液化诱发的小坡度地面侧向永久位移即地面大位移对结构的破坏，是液化区公路、铁路、桥梁、码头、堤坝、房屋、地下结构与生命线工程震害的主要形式之一，近十几年来，人们越来越重视对这种新的液化破坏形式的研究。