固结度的英文

• degree of co olidation
• degree of consolidation
• percent consolidation

• "固结"英文翻译    concretion; consolidation; i ...
• "度"英文翻译    surmise; estimate
• "固结固结度" 英文翻译 :    degree of consolidation
• "固结砂井地基平均固结度" 英文翻译 :    average degree of consolidation of sand-drained ground
• "砂井地基平均固结度" 英文翻译 :    average degree of consolidation of sand-drained ground
• "地基处理砂井地基平均固结度" 英文翻译 :    average degree of consolidation of sand-drained ground
• "冻结度" 英文翻译 :    degree of frost
• "胶结度" 英文翻译 :    degree of cementation; degreeofcementation
• "烧结度" 英文翻译 :    lump sinter
• "粘结度" 英文翻译 :    caking ability; cakingability; coherency
• "固结" 英文翻译 :    [地质学] concretion; consolidation; induration◇固结程度 degree of consolidation; 固结试验 consolidation; 固结土壤 consolidated soil; 固结性 concreteness; 固结作用 consolidation; solidification
• "稀浆结度" 英文翻译 :    thin flowing consistency
• "夹杂物清结度" 英文翻译 :    inclusion cleanliness
• "固结次固结" 英文翻译 :    secondary consolidation
• "固结固结" 英文翻译 :    consolidation
• "固结主固结" 英文翻译 :    primary consolidation
• "超固结" 英文翻译 :    overconsolidation
• "沉积；固结" 英文翻译 :    consolidation
• "次固结" 英文翻译 :    secondary co olidation; secondary compression; secondary consolidation
• "固结，固化" 英文翻译 :    solidify
• "固结的" 英文翻译 :    consolidated; indurated; solidified
• "固结纪" 英文翻译 :    statherian
• "固结量" 英文翻译 :    settlement due to con-solidation
• "固结率" 英文翻译 :    degree of consolidation; percent consolidation; percentage of consolidation
• "固结砂" 英文翻译 :    consolidated sand

• The slab has provided greater fixity to the top flange, and the adjacent web gap has experienced greater deformation and has cracked first .
  桥石板为上翼缘提供了很大的固结度，于是相邻的腹板间隙就经受了较大的变形并且首先开裂。
• Average degree of consolidation of sand - drained ground
  地基处理砂井地基平均固结度
• It is concluded that the average degree of radial consolidation for a given soil layer increases with its buried depth since the geostatic pressure increases with the lattar
  结果表明，因自重应力随深度增加，土层径向排水平均固结度随其埋深而增大。
• Rayleigh wave method is applied in projects more and more , however just determines the nature of soil . however the amount of shear strength , the degree of consolidation are needed in projects
  这样，影响了该方法的应用，因此，有必要从理论上寻找瑞利波速度跟强度或者固结度的关系式。
• It was shown that the position of neutral point of pile shaft varied with the consolidation of surrounding soil and the magnitude of pile - head load
  利用该模型分析了大面积堆载下，在桩顶作用大小不同的竖向荷载以及桩侧土达到不同固结度时再施加桩顶荷载情况下，桩身摩阻力的发展变化规律。
• The treatment for simplity that the mean value of the geostatic pressure is adopted could result in a smaller computed value of settlement but a larger one of average radial consolidation degree than the actual
  如把整个厚度范围内自重应力取为平均值，将使计算的沉降量偏小，径向平均固结度偏大。
• ( 7 ) axisymetrical analytical solutions of vacuum preloading was deduced to compute pore water pressure and degree of consolidation , the effect of vacuum loading speed , well resistance and smear were considered
  ( 7 )在轴对称单井模型的基础上，推导了考虑真空荷载施加过程的真空预压下地基孔压及固结度的解析解，同时可考虑井阻、涂抹等因素。
• The sensitivity of one - dimension consolidation degree to the uncertainty of seepage coefficient , void ratio and compression coefficient is analyzed , then , the reliability of percent consolidation is analyzed with jc method and the steps of calculation are presented
  分析了固结度对渗透系数、孔隙比和压缩系数三个参数不确定性的敏感性。利用jc法分析了一维固结度的可靠性，通过实例验证用所给的迭代步骤，计算结果收敛很快。
• ( 3 ) according to the principle of equality of consolidation degree , an equivalent method of converting vertical drain to layered soil was proposed , and we can use plane strain fem to analyze ground with vertical drain via translating it to layered soil foundation
  ( 3 )根据固结度等效的原则，提出了与单井固结理论等效的成层均质地基等效渗透系数计算方法，从而将复杂砂井地基转化为无砂井成层地基，可用于平面应变有限元简化计算。
• The formulas for computing mean and deviation of the average consolidation degree of double - layered soil are derived as vertical coefficient of consolidation submitting to gamma distribution . with these formulas , the influence of geotechnical auto - correlation distance to the probability characteristics of consolidation degree is studied . it shows that along with the rising of auto - correlation distance , the sensitivity of probability characteristics of consolidation degree to auto - correlation distance is falling
  当竖向固结系数为gamma分布时，推导了双层地基平均固结度均值和方差的计算公式：利用该公式分析了土性自相关距离对平均固结度概率特性的影响，结果显示，自相关距离越大，平均固结度的概率特性值对自相关距离越不敏感。

• 固结度的日语：あつみつど だんけつど