固结土的英文

• consolidated soil

• "固结"英文翻译    concretion; consolidation; i ...
• "土"英文翻译    soil; earth
• "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
• "正常固结土" 英文翻译 :    normal consolidated soil; normally consolidated soil
• "土的分类超固结土" 英文翻译 :    overconsolidated soil
• "土的分类正常固结土" 英文翻译 :    normally consolidated soil
• "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
• "冻结土壤" 英文翻译 :    frozen soil
• "硬结土层" 英文翻译 :    indurated soil
• "重粘结土" 英文翻译 :    heavy textured soil; heavy-textured soil
• "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
• "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

• 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。
• The unconfined compressive strength , shearing strength and permeabi lity of stabilized soils were tested in laboratory , the strength of contaminated composite soils sampled with different ph and soaped in corresponding ph were compared . the results from experiments indicate that there exists a certain relationship between the soft soil properties and the unconfined compressive of grouted soil . with the increase of water content , porosity ratio , degree of porosity , plasticity limit , liquid limit and liquid index , the compressive strength of cement - sodium silicate - stabilized soil decreases , while increases as the bulk weight and compressibility modulus
  通过对水泥?水玻璃加固土的无侧限抗压强度试验，以及用不同酸碱性水制成与养护的固结土所进行强度对比试验，得出软土的物理力学性质指标与加固土的抗压强度之间存在一定的相关关系，即随着含水量、孔隙比、孔隙度、液塑限及液性指数的增加，水泥?水玻璃加固土的抗压强度相应地降低；而随着原状土的容重、压缩模量的增加，水泥土的抗压强度也随之增加。
• Effect on the characteristics of fatigue life of composite soils and dynamic modulus were discussed . the deformation behavior of stabilized soil on static and dynamic loading were compared . the characteristics of frequency spectrum of composite soils were analyzed in the thesis
  对水泥?水玻璃加固土进行循环荷载下的疲劳试验研究，分析水泥?水玻璃加固土的疲劳寿命及其影响因素，以及固结土的动模量特征，并对水泥土在动、静荷载作用下的变形特征进行比较，分析对比不同振幅与频率的动荷载作用下的水泥加固土的应变响应及其频谱特性。

• 固结土的法语：sol consolidé