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固结仪的英文

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"固结仪"怎么读用"固结仪"造句

英文翻译手机手机版

  • co olidometer
  • consolidation appararus
  • consolidation apparatus
  • consolidation device
  • consolidation machine
  • consolidation test apparatus
  • consolidometer
  • oedometer

例句与用法

  • Pure sand and bentonite samples have also been made for comparison
    试验用的仪器是常规三轴固结仪
  • Single lever arm odeometer
    单杠杆固结仪
  • Single lever arm oedometer
    单杠杆固结仪
  • From the oedometer compression curves , the gradual damage course of soil structure is indicated apparently during loading
    固结仪压缩曲线更可反映土体受荷后结构性的渐进破坏过程。
  • Lots of tests are carried out for saturated loess ( such as intact loess , disturbed loess ) , in the confined compression apparatus , and the routine triaxial apparatus as well as the triaxial apparatus respectively . the characteristics of deformation and strength of saturated structural ko - consolidated loess are obtained by analyzing the result of the texts , especially by comparing with the deformation and strength of saturated disturbed loess
    本文在侧限高压固结仪、常规三轴仪和多功能三轴仪上,分别对原状饱和结构性k _ 0固结黄土和饱和重塑黄土进行了大量的试验。通过整理分析各试验结果,尤其是通过对比饱和重塑黄土的变形和强度特性,得出了饱和结构性k _ 0固结黄土的变形和强度特性。
  • The effect of matric suction on the strength and deformation as well as water content of intact loess are studied in this paper . using the direct shear testing equipment and consolidation testing equipment and modified triaxial testing equipment in the university of logistical engineering in chunqing . 4 groups ( 16 specimens ) consolidated drained direct shear tests and 2 groups ( 6 specimens ) consolidated tests as well as 1 group ( 3 specimens ) triaxial shear tests with controling matric suction were conducted
    用新研制的国内第一台非饱和土固结仪、国内第一台非饱和土直剪仪和经过改进的非饱和土三轴仪,做了4组16个非饱和土直剪试验; 2组6个非饱和土固结试验; 1组3个控制吸力的非饱和土三轴试验。
  • In this paper , the influence of cycles of drying and wetting on strength and deformation are studied by means of routine direct shear apparatus , triaxial apparatus and light consolidation apparatus which include : the influence of force of constraint on strength , the total stress strength of expansive soils with different saturation degree , the influence of cycles of drying and wetting on the total stress strength , the relation between saturation degree and compression modulus and that between saturation degree and void ratio , the influence of cycles of drying and wetting on the effective stress strength , the relation between saturation degree and generalized suction
    本文利用常规直剪仪、三轴仪以及轻便固结仪,分别对非饱和膨胀土的强度和变形特性以及干湿循环对强度和变形的影响进行了一系列的试验研究。以饱和度、干湿循环次数为变量,分别探求了外力约束对膨胀土强度的影响,不同饱和度膨胀土的总应力强度特性,干湿循环对非饱和膨胀土总应力强度的影响,饱和度与压缩模量以及孔隙比的关系,干湿循环对饱和膨胀土有效应力强度指标的影响,广义吸力与饱和度的关系,建议了一组计算非饱和膨胀土变形及强度特性的经验公式。
  • The sedimentation compression lines of natural clays , intrinsic compression lines of reconstituted clays and oedometer compression curves can be normalized by a void index , then the difference of the structural clays and reconstituted clays as well as the gradual damage course of soil structure are showed apparently
    用孔隙指数来归一化天然粘土的沉积压缩曲线、重塑土的压缩曲线和固结仪压缩曲线,可以很清晰地揭示出结构性土与重塑土的内在差别、固结仪试验中土体结构性的渐进破坏过程。
用"固结仪"造句  

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