太沙基固结理论的英文

• terzaghi s consolidation theory
• terzzaghi’s consolidation theory

• "太"英文翻译    highest; greatest; remotest
• "沙"英文翻译    sand
• "基"英文翻译    base; foundation
• "固结"英文翻译    concretion; consolidation; i ...
• "理论"英文翻译    theory
• "固结太沙基固结理论" 英文翻译 :    terzaghi s consolidation theory
• "固结理论" 英文翻译 :    consolidation theory; theory of consolidation
• "固结固结理论" 英文翻译 :    theory of consolidation
• "太沙基承载力理论" 英文翻译 :    terzaghi bearing capacity theory
• "巴隆固结理论" 英文翻译 :    barraon’s consolidation theory; barron s consolidation theory; barron's consolidation theory
• "比奥固结理论" 英文翻译 :    biots consolidation theory; biot’s consolidation theory
• "固结巴隆固结理论" 英文翻译 :    barron s consolidation theory; barron's consolidation theory
• "固结比奥固结理论" 英文翻译 :    biot s consolidation theory; biot's consolidation theory
• "比奥特固结理论" 英文翻译 :    biots consolidation theory
• "准三向固结理论" 英文翻译 :    pseudo-three-dimensional consolidation theory
• "地基承载力太沙基承载力理论" 英文翻译 :    terzaghi bearing capacity theory
• "地基固结" 英文翻译 :    consolidation of foundation
• "凝结理论" 英文翻译 :    conde ation theory; condensation theory
• "纽结理论" 英文翻译 :    knot theory; theory of knots
• "烧结理论" 英文翻译 :    theory sintering
• "纽结理论及其分歧杂志" 英文翻译 :    journal of knot theory & its ramifications
• "沙基" 英文翻译 :    chaki; shaki
• "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
• "吧沙基" 英文翻译 :    passage
• "巴沙基" 英文翻译 :    bashaqi

• Terzzaghi ' s consolidation theory
  太沙基固结理论
• Terzaghi ' s consolidation theory
  太沙基固结理论
• According the numerical examples , the characters of one - dimensional consolidation of multi - layered gibson soils are found . it has been shown that the consolidation of gibson soils differ with terzaghi ' s theory
  本文的工作表明：对于压缩模量随深度线性增加的gibson地基的固结，其结果都与传统的太沙基固结理论不同。
• It has been shown that no matter what kind of assumption is adopted for soil in a consolidation analysis , nonlinear or non - homogeneous , the result obtained differs greatly from terzaghi ' s theory . and the coefficient of consolidation is not the only parameter of soil that affects the one - dimensional consolidation behavior
  本文的工作表明：在固结分析中对土性无论是采用非线性假定还是采用非均质假定，其结果都与传统的太沙基固结理论有很大的差别。
• On the basis of the uncertainty load factors which influence embankment ' s settlement , the vehicle load and the step - exert construction load are studied by quantity . according to the terzaghi ' s consolidation theory , the average consolidation degree formulas of the corresponding situations are inferred . moreover , the feature of the embankment ' s consolidation in the effect of uncertainty load factors is studied
  并且基于影响路基沉降分析的不确定性荷载因素，对车辆荷载及填土荷载逐级施加两种情况进行了量化分析：依据太沙基固结理论，推导了两种情况下的土层平均固结度公式，由此分析和讨论了不确定性荷载因素影响下路基固结的特性。