比奥固结理论的英文

• biots consolidation theory
• biot’s consolidation theory

• "比"英文翻译    2
• "奥"英文翻译    profound; abstruse; difficul ...
• "固结"英文翻译    concretion; consolidation; i ...
• "理论"英文翻译    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
• "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
• "巴隆固结理论" 英文翻译 :    barraon’s consolidation theory; barron s consolidation theory; barron's consolidation theory
• "固结巴隆固结理论" 英文翻译 :    barron s consolidation theory; barron's consolidation theory
• "太沙基固结理论" 英文翻译 :    terzaghi s consolidation theory; terzzaghi’s consolidation theory
• "准三向固结理论" 英文翻译 :    pseudo-three-dimensional consolidation theory
• "固结太沙基固结理论" 英文翻译 :    terzaghi s consolidation theory
• "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
• "比奥压密理论" 英文翻译 :    biot's consolidation theory
• "纽结理论及其分歧杂志" 英文翻译 :    journal of knot theory & its ramifications
• "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
• "比奥" 英文翻译 :    biao; biau; biot; buaud; buhot; buot; vio
• "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
• "比奥比奥河" 英文翻译 :    bio bio river

• Biot ' s consolidation theory
  比奥固结理论
• In the end , through comparing the solution of fem to biot concretion theory with the result of predict method in this paper , the superiority of the method presented in the paper is further testified
  最后，利用比奥固结理论的有限元解法，进一步验证本文提出的预测方法的优越性。
• To predict the settlement of surrounding soils during excavation , axisymmetric model was established in fem software to analyze the problem by use of fem based on the biot ' s consolidation theory
  为预测基坑开挖及降水过程中周围土体的沉降，本文采用基于比奥固结理论的有限单元法在大型有限元软件中建立轴对称模型进行了分析。
• Based on the terszige and biot theory , initially analyze the economical of this experiment , directly save investment 22 % after compute . after that , computing the settlement of highway foundation , comparing the computing and survey value , the predict formula of vacuum - heaped load combining precompression for designing , this formula show that the distortion law of consolidation progress . at the same time , based on the position and room experiment , analyzes the intension transformation in soft soil and criteria of stabilization control
  在太沙基和比奥固结理论的基础上，先分析了此次试验的经济性，经核算直接节约投资22 ，经济效益十分明显；随后对真空堆载联合预压法加固软土路基的沉降量进行了估算，并与实测值作对比分析，得出了真空堆载联合预压下的沉降量估算公式，能反映“真空”加固过程的变化规律；同时根据现场和室内试验，分析了软土强度的变化，以及给出并验证了工后沉降控制标准。
• This thesis , based on the true three - dimension consolidation theory namely biot ' s consolidation theory , adopting duncan - chang model and non - thickness goodman friction element , compiles practical 3d non - linear fem program . the conceptual geological model is established according to the north anchorage and feature of its foundation soil in zhenjiang - yangzhou yangtse bridge
  本文从“真三维固结理论”即比奥固结理论出发，采用邓肯-张e模型和无厚度的古德曼（ goodman ）接触面单元编制了三维非线性有限元程序实用程序biot2000 ，并结合润扬长江公路大桥南汊桥北锚碇及地基土的组成结构特征建立了概化地质模型。