整体沉降的英文

• bulk settling

• "整体"英文翻译    ensemble; whole; entirety
• "沉降"英文翻译    subside; settle
• "整体沉降速率" 英文翻译 :    bulk settling rate
• "固体沉降槽" 英文翻译 :    setting tank
• "晶体沉降" 英文翻译 :    crystal sedimentation; crystal settling
• "群体沉降" 英文翻译 :    group settling
• "整体沉箱结构" 英文翻译 :    caisson monolith construction
• "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
• "整体" 英文翻译 :    ensemble; whole; entirety 从整体上看形势 view the situation as a whole; 整体的一个组成部分 an integral part of the whole; 作为一个整体 in its entirety; 整体搬迁 integral moving; 整体吊装 integral hoisting; 整体观念 concept of viewing the situation as a whole; [中医] concept of wholism; 整体规划 integrated planning; 整体化 integration; 整体汽缸发动机 monoblock engine; 整体性 globality; 整体主义 [生物学] wholism; organicism; 整体铸件 single-casting
• "固体沉积" 英文翻译 :    deposition of solids
• "基体沉淀" 英文翻译 :    matrix precipitation
• "胶体沉淀" 英文翻译 :    colloidal precipitate; colloidal precipitation
• "胶体沉积" 英文翻译 :    colloidal deposit
• "结晶体沉淀" 英文翻译 :    crystalline precipitate
• "抗体沉淀法" 英文翻译 :    antibody precipitation method
• "块体沉陷" 英文翻译 :    block subsidence
• "气体沉淀" 英文翻译 :    gaseous precipitation
• "水体沉积物" 英文翻译 :    water body sediment
• "载体沉淀" 英文翻译 :    carrier precipitation
• "晶体沉积作用" 英文翻译 :    crystal sedimentation
• "块体沉陷机制" 英文翻译 :    mechanism of mass sinking
• "气体沉淀置换" 英文翻译 :    cement by gases
• "载体沉淀作用" 英文翻译 :    carrier precipitation
• "不溶性固体沉淀物" 英文翻译 :    solid insoluble precipitate
• "底栖生物遗体沉积" 英文翻译 :    bentogene sediment

• Under the seismic excitation , so as to monolithic subsidence is easy to occur
  在地震动的激励下，结构会发生整体沉降。
• The tectonism in this area can be divided into three phases , that is the folded basement formation and stable ancient land in pre - mesozoic , ancient land cracking phase in mesozoic , the faulted activity and subsidence phase in cenozoic
  本区构造变动划分为三个大的阶段，即：前中生代褶皱基底的形成和稳定古陆发育阶段、中生代古陆裂解阶段、新生代块断活动及整体沉降阶段。
• The performances of a short pile foundation , a long pile foundation and a composite long - short pile foundation under vertical load have been calculated by using the finite element method , and the results indicates that the composite long - short pile foundation demands fewer long piles and can effectively control the average and differential settlements
  分析结果表明长短桩组合桩基础不仅可以大量减少长桩用量，而且可有效地控制基础整体沉降和差异沉降，显示其良好的应用前景。
• Secondly , by using the great fem programme , analyzes the mechanism of bearing and deformation of rigid - soften composite piles foundation . draw a conclusion : exist a specific value , when the number of the rigid pile less than it , increase the number of the rigid pile , effect of reducing the settlement of rigid - soften composite piles foundation is distinct , on the contrary , when the number of the rigid pile more than it , increase the number of the rigid pile , effect of reducing the settlement of rigid - soften composite piles foundation is indistinct . finally , analyze and sum up some important design ' s constitutes of the rigid - soften composite piles foundation
  其次，采用有限元计算程序，对刚柔复合桩基进行了三维有限元分析，考察了在不同荷载水平下，不同刚柔性桩比例的情况下，复合地基的平均沉降量、土体的沉降等值线和应力等值线以及刚性桩和柔性桩桩顶荷载比值随不同基础荷载水平的变化规律，得出了一些具有实际指导意义的结论：当总桩数不变，长桩比例增加到一定程度时，再增加刚性长桩的数量对地基整体沉降几乎没有什么效果；刚柔桩分布一定，柔性桩实际承载力小于其极限承载力时，外加荷载的增加，刚性单桩和柔性单桩所承当荷载的比值基本不变。