压缩模量的英文

• compressibility modulus
• compression modulus
• compressive modulus
• modulus of compre ion
• modulus of compressibility
• modulus of compression
• modulus of pressing

• "压缩"英文翻译    compress; condense; reduce; ...
• "模"英文翻译    mould; pattern; matrix
• "量"英文翻译    measure capacity
• "不可压缩模量" 英文翻译 :    incompressibility modulus
• "初始压缩模量" 英文翻译 :    initial compression modulus; initial compressive modulus
• "单轴压缩模量" 英文翻译 :    uniaxial compression modulus
• "弹性压缩模量" 英文翻译 :    modulus of elastic compression
• "横向压缩模量" 英文翻译 :    transverse compressive modulus
• "体积压缩模量" 英文翻译 :    compressive bulk module; modulus of cubic compressibility
• "地基应力和变形压缩模量" 英文翻译 :    modulus of compressibility
• "压缩模" 英文翻译 :    compression molding; compression mould; reducing elbow
• "两次压缩模" 英文翻译 :    double reduction die
• "压缩模数" 英文翻译 :    modulus in compression; modulus of compression
• "压缩模塑" 英文翻译 :    compression molding
• "压缩模塑法" 英文翻译 :    compression molding; compression moulding
• "压缩模制" 英文翻译 :    compression molding
• "溢式压缩模" 英文翻译 :    flash mould
• "半溢式压缩模" 英文翻译 :    semipositive mold; semi-positive mould
• "不溢式压缩模" 英文翻译 :    positive mold; positive mould
• "单位压缩模数" 英文翻译 :    modulus of specific compression
• "固定式压缩模" 英文翻译 :    fixed compression mold; fixed compression mould
• "体积压缩模数" 英文翻译 :    modulus of compressibility
• "移动式压缩模" 英文翻译 :    portable compression mould
• "注塑模及压缩模" 英文翻译 :    injection &compression moulds
• "非压缩性模量" 英文翻译 :    incompressibility modulus

• These two parameters are nowadays called the modulus of compressibility .
  这两种参数现被称为压缩模量。
• Modulus of compression
  压缩模量
• Calculation of oedometric modulus of soil and its application based on the routine soil test
  基于常规试验的土体侧限压缩模量计算方法及应用
• According the numerical examples , the characters of one - dimensional consolidation of multi - layered gibson soils are found . it has been shown that the consolidation of gibson soils differ with terzaghi ' s theory
  本文的工作表明：对于压缩模量随深度线性增加的gibson地基的固结，其结果都与传统的太沙基固结理论不同。
• 6 . using present theoretics , the author puts forward the theory of calculating the value of n by the modified value of modulus of compressibility a : . the value of k is 1 . 1 - 1 . 2 in the engineering of nanjing - qidong railway
  最后，在现有的理论基础上，借助于静载试验，提出了采用地基土压缩模量的k值修正计算桩土应力比n值的方法，并根据宁启铁路工程实例取k值为1 . 1 1 . 2 。
• The unconfined compressive strength , shearing strength and permeabi lity of stabilized soils were tested in laboratory , the strength of contaminated composite soils sampled with different ph and soaped in corresponding ph were compared . the results from experiments indicate that there exists a certain relationship between the soft soil properties and the unconfined compressive of grouted soil . with the increase of water content , porosity ratio , degree of porosity , plasticity limit , liquid limit and liquid index , the compressive strength of cement - sodium silicate - stabilized soil decreases , while increases as the bulk weight and compressibility modulus
  通过对水泥?水玻璃加固土的无侧限抗压强度试验，以及用不同酸碱性水制成与养护的固结土所进行强度对比试验，得出软土的物理力学性质指标与加固土的抗压强度之间存在一定的相关关系，即随着含水量、孔隙比、孔隙度、液塑限及液性指数的增加，水泥?水玻璃加固土的抗压强度相应地降低；而随着原状土的容重、压缩模量的增加，水泥土的抗压强度也随之增加。
• Through comparative analysis to the test data of tow sampling methods in drilling hole and sampling method in shaft , it was found out by the author that the drilling sampling method has obvious disturbance and depression to the soil sample , which caused the soil sample ' s dry density to be increased , porosity ratio to be decreased , filtration coefficient to be decreased , and modulus of compression to be increased
  笔者通过对钻孔两种方法获取的土样与竖井土样试验数据的对比发现，钻孔取样对土样有明显的扰动和压密作用，造成了土的干密度增大、孔隙比减小、渗透系数降低、压缩模量增大。
• Then the judging method is proposed , and the proposed method can consider the stress history and viscosity shear strength of soft soil . in this paper , a fem program dpfbm1 . 0 ( double plastic foundation beam method ( version 1 . 0 ) ) is established . with this program , the influence of some parameters on foundation excavation is fully studied , the parameters include : compression modulus , cohesive strength , angle of internal ficiction , effective angle of internal friction , the embedded length of the wall and building load
  针对当前国内外弹性地基梁法存在的缺陷，基于对软土流变性的研究，采取了剪应力判断弹塑性状态，以改进和完善基坑工程弹性地基梁法，推导了弹性状态下地基反力系数的近似解，提出了采用剪应力组合判断土弹簧弹塑性状态的方法，编制了相应的弹塑性共同变形法分析程序dpfbm1 . 0 ( doubleplasticfoundationbeammethod ( version1 . 0 ) ) ，并采用该程序分析了压缩模量、粘聚力、内摩擦角等参数变化对基坑工程的影响。
• 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。
• By an engineering example , the paper makes analysis of the problems existing in the assessment of a clayey ground , proposes that it would be appropriate to adopt manifold methods for the investigation and assessment of the clayey ground , in case of the standard value of bearing capacity does not coordinate with the value of modulus of compressibility , it is suggested that stratification and assessment should be made according to the modulus of compressibility , and checking computation of settlement should be conducted also
  该文通过某工程实例，对粘性土地基评价中存在的问题进行了分析，认为采用多种方法对粘性土地基进行勘察和评价为宜，当承载力标准值与压缩模量不协调时，建议按压缩模量进行分层和评价，并且进行沉降量验算。