模量比的英文

• modular ratio
• modulus ratio

• "模"英文翻译    mould; pattern; matrix
• "量"英文翻译    measure capacity
• "比"英文翻译    2
• "弹性模量比" 英文翻译 :    elastic modular ratio; elastic modulus ratio; ratio of moduli of elasticity; ratioofmoduliofelasticity
• "模量比法" 英文翻译 :    modular ratio method
• "模量重量比" 英文翻译 :    modulus-weight ratio
• "高模量比岩石" 英文翻译 :    high ratio of modulus
• "模量比法设计" 英文翻译 :    modular-ratio design
• "量比" 英文翻译 :    fnc
• "模量" 英文翻译 :    module; modulus
• "变量比" 英文翻译 :    transformer ratio
• "产量比" 英文翻译 :    pr; rate ratio
• "当量比" 英文翻译 :    equivalence ratio; equivalent proportion
• "等量比" 英文翻译 :    same-size ratio
• "吨量比" 英文翻译 :    tonnage ratio
• "剂量比" 英文翻译 :    dose-ratio
• "流量比" 英文翻译 :    discharge ratio; flow ratio; fluorescence ratio; specific discharge; specific flux; throughput ratio
• "能量比" 英文翻译 :    energy ratio
• "容量比" 英文翻译 :    capacity ratio; volume in volumes; volume ratio
• "矢量比" 英文翻译 :    vector ratio
• "通量比" 英文翻译 :    flux radio; flux ratio
• "向量比" 英文翻译 :    vector ratio
• "音量比" 英文翻译 :    volume ratio
• "增量比" 英文翻译 :    increment ratio; incremental ratio; quotient of difference
• "质量比" 英文翻译 :    mass ratio◇质量比流量 mass flowrate

• The foundation of baise gravity dam has bad geological phenomena such as high elastic modulus ratio , joint fissures and large faults etc . , so stability of baise gravity dam is the essential technical problem to project ' s success
  百色重力坝地质条件复杂，地基岩体具有高模量比、节理裂隙发育等不良地质现象。百色重力坝的稳定性是事关工程成败的关键技术问题。
• Associating example , the influence factors of the stress ratio of pile and soil are discussed , especially the replacement rate , the modular ratio of pile and soil , deformation modular of gravel pile , reyleigh wave velocity of soil between piles are given more effort
  文章结合实例对桩土应力比的影响因素进行了讨论，并重点分析了置换率、桩土模量比、碎石桩变形模量、桩间土瑞雷波速对桩土应力比的影响。
• And then , using the ansys program and predigesting the pile - balsa foundation to plane strain problem , some main parameters ( foundation stiffness , pile soil module ratio , replacement ratio , etc ) were calculated to analyze the influence to stress field and deformation field in soil
  其次利用ansys有限元程序，将复合桩基近似简化为平面应变问题。分析了基础刚度、桩土模量比、置换率等对地基中应力场和位移场分布的影响。
• Firstly , the theory of compound foundation and pile foundation are summarized in this paper . the finite element , displacement models and computational program are introduced , then how such factors as the stiffness of pile , the ratio of length and radius of the pile & replacement ratio influence the settlement of compound foundation are analyzed . there has the best modulus of pile , the best of the length & replacement ratio and some data have been obtained
  首先总结了复合地基和桩基的理论和设计计算方法，对有限单元和位移模式以及有限元计算程序进行了介绍，然后分析了桩的刚度、长径比、置换率等因素对复合地基沉降的影响，证实了带承台复合地基存在最佳桩土模量比、最佳长径比和最佳置换率，并得出了相应的数值可供工程实践参考。
• The dynamical parameter was regarded as evaluation guideline , and through investigating the change characteristic of the basin and modulus under different destroy boards , different area and different level loads , the identify methods of the pavement bursted have been given and we advise to use synthesize modulus ratio to evaluate the pass - loads capacity of the joints . we have also discussed the influence of different level loads to the joints pass - loads capability , and confirmed the commonness and oneness of the influence of the pass - loads and bursted to the basin and modulus under the critical loads , and the range of the critical loads was also given . basing on the determination of the pass - loads a
  以动态参数作为评价指标，通过研讨不同破坏板的不同区域，在不同等级荷载作用下弯沉、模量的变化特性，提出了路面脱空识别办法以及利用综合模量比来评价接缝传荷能力的思想，探讨了不同等级荷载对接缝传荷能力的影响特性，确定了临界荷载下传荷与脱空对弯沉、模量影响的共性和单一性，并确定了临界荷载的范围，在判定脱空和传荷基础上提出了水泥混凝土路面的压浆效果的评价方法，通过研讨荷载与动态模量的关系，对地基的动态性能进行了系统的分析与评价。
• In this paper , a three dimensional finite element analysis has been used to analyse the loading stress of utw pavement . the critical loading position of utw plate and the rules of the effect of the joint spacing of plate , the thickness of overlay , ec / es and the interface conditions between concrete overlay and existing ac on the stress are provided
  本文采用三维有限元法分析了utw路面荷载应力，确定了路面板的临界荷位，得出了板接缝间距、厚度、板与地基模量比( ec es )和层间接触状况对应力的影响规律。
• As a result , the young ' s modulus of the composites decreased a little during the heating process , which indicated that ceramics were thermal stable . on the other hand , it decreased from ~ 280gpa to ~ 220gpa as ni - fe content was increased from 0 to 19vol . % . this is reasonable considering that the young ' s modulus of ni - fe is much lower than the matrix
  结果显示，材料的杨氏模量随温度的升高而不断减小，但减小的幅度很小，表明陶瓷材料稳定性很好；不同复合材料的杨氏模量随ni - fe含量增加自280gpa减小到220gpa ，这应该是因为ni - fe合金的杨氏模量比基体氧化铝的要小的缘故。
• Then displacement fields are researched via the finite element model that accords with actual process of jacked pile . and the effects of displacement fields caused by difference modulus ratio , friction between pile and soil , possion ration of soil and soil index of c and are put forward
  接着建立了能够模拟沉桩连续贯入的有限元模型，利用该有限元模型分析了桩土模量比、桩土界面接触刚度、桩土界面摩擦、泊松比以及土体的c和指标等因素对沉桩挤土效应的影响。
• The influences of soil structure , confining pressure and strain amplitude on dynamic properties of recently deposited soils of nanjing and its surrounding areas are discussed . furthermore , based on test results and theoretical analysis , the averaging curves , recommended values and envelopes of dynamic shear modulus ratio ggmax and damping ratio versus dynamic strain for recently deposited soils of nanjing and its surrounding areas are presented . by use of vibration triaxial apparatus , nanjing silty clay and fine sand interbedded strata and nanjing fine sand were tested and their test results are discussed
  通过自振柱试验，探讨了土的结构性、有效围压和应变幅值大小对动荷载作用下南京及其邻近地区新近沉积土的动剪切模量、阻尼比和应力?应变关系的影响；通过试验和理论分析，给出了南京及其邻近地区的粘土、淤泥质粉质粘土、粉质粘土、粉质粘土与粉砂互层土、粉土以及砂土等六类新近沉积土中典型土类的动剪切模量比和阻尼比随剪应变幅值变化的平均曲线、包络线和推荐值。