超固结的英文

• overconsolidation

• "超"英文翻译    exceed; surpass; overtake
• "固结"英文翻译    concretion; consolidation; i ...
• "固结超固结比" 英文翻译 :    over-consolidation ratio
• "超固结比" 英文翻译 :    over consolidation ratio, ocr; over consolidation ration (ocr); overconsolidated ratio
• "超固结土" 英文翻译 :    over consolidated soil; overconsolidated soil; overconsolidation soil
• "超固结粘土" 英文翻译 :    over-consolidated clay
• "超固结作用度" 英文翻译 :    overconsolidation
• "土的分类超固结土" 英文翻译 :    overconsolidated soil
• "超固态" 英文翻译 :    ultra-solid
• "超固体" 英文翻译 :    supersolid
• "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
• "超固相线烧结" 英文翻译 :    supersolidus sintering
• "固结次固结" 英文翻译 :    secondary consolidation
• "固结固结" 英文翻译 :    consolidation
• "固结固结度" 英文翻译 :    degree of consolidation
• "固结主固结" 英文翻译 :    primary consolidation
• "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
• "固结度" 英文翻译 :    degree of co olidation; degree of consolidation; percent consolidation
• "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

• Over - consolidation ratio
  超固结比
• Comparison of characteristics between normal consolidated soil and over - consolidated soil
  正常固结土与超固结土主要力学特性的比较
• The results were as follows : for the over - consolidated soils , coefficient of the secondary consolidation increased with load ; for normal - consolidated soils , it decreased with load
  结果表明：对超固结土，次压缩系数随荷载增大而增大；对正常固结土，次压缩系数随荷载增大而减小。
• Based on the results of these tests , strength model and pore water pressure model have been advanced and validated . in addition , not only have the liquefaction mechanism of the soils been analysed , but also the influence of the factors on the extent of liquefaction of the saturated soils have been discussed
  在总结前人工作的基础上，结合本次试验成果，分析了饱和土体的液化机理及其影响因素，主要讨论了土性条件(包括试样密度、颗粒特性、固结时间、超固结及其结构性)和初始有效固结压力的影响。
• The model can be used to satruated structural k0 normally consolidated clay . we can describe initial anisotropy ( k0 - consolidation ) by hardening differently , describe the structure of saturated structural k0 - consolidated loess , and describe the dilatancy . we can describe the main mechanical behaviours of saturated structural k0 - consolidated loess well by the model
  本文模型能较好地适用于初始状态为k _ 0固结状态的正常固结或弱超固结饱和结构性土，描述了初始应力各向异性(如k _ 0固结)的不等向塑性体变硬化，描述了饱和结构性k _ 0固结黄土的结构性，描述了剪缩性。