常规三轴试验的英文

• conventional triaxial test
• ordinary triaxial test

• "常规"英文翻译    convention
• "三"英文翻译    three
• "轴"英文翻译    axle; shaft
• "试验"英文翻译    experiment; test; trial
• "三轴试验" 英文翻译 :    dynamic triaxial test; triaxialtest
• "三轴试验法" 英文翻译 :    triaxial method
• "三轴试验机" 英文翻译 :    triaxial apparatus
• "三轴试验仪" 英文翻译 :    triaxial apparatus
• "真三轴试验" 英文翻译 :    true triaxial test
• "动态三轴试验" 英文翻译 :    dynamic triaxial test
• "多级三轴试验" 英文翻译 :    multiple-stage triaxial test
• "固结三轴试验" 英文翻译 :    consolidated triaxial test
• "脉冲三轴试验" 英文翻译 :    pulsed triaxial test
• "排水三轴试验" 英文翻译 :    drained triaxial test
• "原位三轴试验" 英文翻译 :    in-situ triaxial test
• "真空三轴试验" 英文翻译 :    vacuum triaxial test
• "真三轴试验仪" 英文翻译 :    cubical triaxial test apparatus
• "振动三轴试验" 英文翻译 :    dynamic triaxial test
• "不排水三轴试验" 英文翻译 :    undrained triaxial test
• "端钣误差(三轴试验)" 英文翻译 :    bedding error
• "反复加荷三轴试验" 英文翻译 :    triaxial test of reiteration compacting
• "共振柱三轴试验仪" 英文翻译 :    resonant column triaxial test apparatus
• "三轴试验的侧压" 英文翻译 :    confinement pressure
• "周期加荷三轴试验" 英文翻译 :    cyclic triaxial test
• "不固结不排水三轴试验" 英文翻译 :    unconsolidated-undrained triaxial test

• Some useful results were found after those . firstly , the softening and dilatancy characteristics of qi loess stress - strain were found by means of conventional tri - axial tests
  通过研究，本文主要取得了如下一些有益的成果：首先，通过常规三轴试验揭示了q1黄土的应力应变软化和剪胀特性。
• Duncan - chang model , an non - linear elastic model , is widely used in engineering . because the model reflects the main rules of the deformations of soils , and parameters can be gained from triaxial tests
  由于邓肯?张模型反映了土体变形的主要规律并且其各项参数易于从常规三轴试验求得而在工程实践中被广泛应用。
• Based on thermodynamics laws , inner - variable theory and analysis of conventional tn - axial tests data and breakage characteristics of loess , this paper proposed that the loess would produce elastic , plastic and nonreversible damage deformation during loading
  从热力学定律和内变量理论出发，在对常规三轴试验数据和土样的破坏特性分析的基础上，认为土体在受力过程中将产生弹性变形、塑性变形和不可逆损伤变形。
• In this paper the stress - strain and deformation characteristics of loess of the fifth tunnel of luohuiqu were analyzed by means of conventional tri - axial tests and the softening constitutive models were established . the models provide not only the basic and the necessary calculation conditions to analyze the mechanics response and construction optimization of simple shield tunnel method on the fifth tunnel of luohuiqu , but also a new method in researching the softening constitutive models of loess
  本文通过对洛惠渠五洞q _ 1黄土进行常规三轴试验，分析和探讨黄土变形强度特性，建立q1黄土的软化本构模型，这不仅为洛惠渠五洞的简易盾构法施工的力学响应分析及其施工优化提供了最基本，最需要的计算条件，而且为当前土力学研究的热点? ?土的软化本构模型拓展了新的思路。
• The pore pressure , relationship of stress and strain , and the shear strength parameters obtained by unloading tests are different from those obtained by loading tri - axial tests . later the difference is analyzed in the respect of stress path and microstructure . at last , by use of a practical project the author compared and analyzed the two sets of shear strength parameters obtained by two different stress paths
  模拟基坑开挖的三轴试验得出了与常规三轴试验不同的孔隙水压力和应力-应变关系，这样得到的抗剪强度指标也低于常规三轴固结不排水加荷试验所得抗剪强度指标，继而本论文对抗剪强度指标的差异从应力路径的角度和微观结构的角度进行了分析。
• No matter what the relative density , confining pressure , liquefaction severities are , the post - liquefaction deformation will show the same characteristic . the factors mentioned above have their own affecting ways . a lot of tests have been done to investigate the reconsolidation characteristics of sand after dynamic loading
  砂土液化后模量随应变增加而增大的特性与常规三轴试验中模量随应变增大而减小的特性不同，相对密实度、液化度、初始有效固结压力等都以特定的方式对影响着液化后的变形特性。