正常固结土的英文

• normal consolidated soil
• normally consolidated soil

• "正常"英文翻译    normal; regular; average
• "固结"英文翻译    concretion; consolidation; i ...
• "土"英文翻译    soil; earth
• "土的分类正常固结土" 英文翻译 :    normally consolidated soil
• "正常固结" 英文翻译 :    normal consolidation
• "正常固结线" 英文翻译 :    normal consolidation line
• "正常固结作用" 英文翻译 :    normal consolidation
• "固结土" 英文翻译 :    consolidated soil
• "超固结土" 英文翻译 :    over consolidated soil; overconsolidated soil; overconsolidation soil
• "固结土壤" 英文翻译 :    consolidated soil
• "欠固结土" 英文翻译 :    underconsolidated soil
• "未固结土料" 英文翻译 :    unconsolidated material
• "先期固结土" 英文翻译 :    preconsolidated soil
• "正常固守" 英文翻译 :    normal stance of
• "土的分类超固结土" 英文翻译 :    overconsolidated soil
• "阳气的正常固守" 英文翻译 :    normal stance of yang principle
• "维系阳气的正常固守" 英文翻译 :    maintain the normal stance of yang principle
• "常固缩" 英文翻译 :    eupyconotic
• "板结土" 英文翻译 :    knotts clay
• "胶结土" 英文翻译 :    binder soil; cemented soil
• "粘结土" 英文翻译 :    stock soil
• "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
• "阴阳常固" 英文翻译 :    normal threshold of yin and yang
• "冻结土壤" 英文翻译 :    frozen soil
• "硬结土层" 英文翻译 :    indurated soil

• Normally consolidated soil
  正常固结土
• 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
• Based on the results , the computation method for deformation of the secondary consolidation reflecting the influence of consolidation pressure was developed
  在此基础上提出了正常固结土次固结沉降量随固结压力变化的计算方法。
• 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。
• The relationship between the secondary consolidation deformation and load were discussed and the characteristics of the secondary consolidation of normally consolidated soils were emphansized in discussion , and some rules were concluded and analyzed
  本文对次固结变形与荷载的关系进行了较详细的探讨，并着重研究了正常固结土的次固结特性，且对其规律进行了总结和分析。