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动剪切模量的英文

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"动剪切模量"怎么读用"动剪切模量"造句

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  • dynamic shear modulus of soils

例句与用法

  • Dynamic shear modulus of soils
    动剪切模量
  • Effects of consolidation ratios of sands on dynamic shear modulus and response spectrum of soil surface
    固结比对砂土动剪切模量及地表反应谱的影响
  • In this paper , some aspects such as the behavior of pore pressure of unsaturated loess , the dynamic constitutive relationship and the characteristics of the dynamic modulus , dynamic strength and dynamic damping ratio are studied with the dynamic torsional shear test of loess
    在以上研究的基础上,本文又通过黄土的动扭剪试验研究了非饱和黄土的孔隙压力特性、动本构关系、动剪切模量特性、动强度特性以及动阻尼比特性。
  • The main dynamic parameter of the subsoil is the dynamic shear modulus . base on the data of the experiments , analyzing the relationship between the dynamic shear modulus and the characteristic parameters such as the density , the water content and the shear distortion , the expression of the dynamic shear modulus of the subsoil is picked out
    地基土的主要动力参数为土的动剪切模量,而利用实验所得的数据,分析动剪切模量g与地基土的干密度(孔隙比) 、含水量以及地基土的剪切变形等参数之间的关系,就可以得到地基土的动剪切模量的表达式。
  • Base on the elastic half space theory of the dynamic foundation , analyzing the relationship between the vibration frequency and the dynamic shear modulus of the soil , a relationship between the vibration frequency and the self - property of the subsoil can be carried out . that is the expression about the relationship between the vibration frequency and the density of the soil can be carried out
    通过采用动力基础半空间理论,分析锤击产生的地基土的振动频率与地基土的动剪切模量之间的相关关系,就又可以得到地基土自振动频率与土体本身性质之间的关系,即与土体的密实度之间的关系。
  • The framework and results of this study is thus summarized as follows : 1 . analyzing the effect of the nonlinear parameters on seismic response . so far the g / g _ max - ( transient dynamical shear modulus over the maximum shear modulus vs . shear strain ) and the - ( equivalent shear hysteretic damping ration vs . shear strain ) curves are widely employed in the experimental method in studying soil dynamic property , supposing under equiamplitude cyclic load
    目前,人们利用实验手段分析土体动力特性时给出的最基本的描述量是g g _ ( max ) ?曲线(等效动剪切模量与最大动剪切模量的比值随应变幅值变化的曲线)及?曲线(等效剪切滞回阻尼比值随应变幅值变化的曲线) 。
  • 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。
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