片语

void-solid ratio虚实比

open void area ratio开放空体面积比

void space ratio空穴空间所占的比率

pressure-void ratio压力孔隙比

void cement ratio水泥空隙比；隙灰比

peak critical void ratio最大临界孔隙比

closed void area ratio封闭空体面积比

void cement ratio west bank水泥空隙比

英汉例句

• research the relationship between void ratio , inner friction angle and cohesion of low liquid limit silt subbase.

  研究低液限粉性土路基的空隙率与内摩擦角、粘聚力的关系；

• a mix proportion design method of pervious concrete is provided, of which total void ratio is the first design parameter and compressive strength is the second one.

  根据透水混凝土的结构特征，对其配制参数和配合比计算方法进行了研究，提出了以总孔隙率为第一设计参数，抗压强度为第二参数的配合比设计方法。

• local void ratio and average void ratio in shear band are investigated as residual shear strength is reached.

  在流动剪切应力为残余剪切强度时，对剪切带内部的局部孔隙比和平均孔隙比进行了理论分析。

• the results show that the vacuum pumping rate is increased and the void ratio is decreased obviously using solder sheet and plasma cleaning technology.

  研究结果表明，使用等离子清洗的焊片可显着提高抽真空速率，并减少气泡，降低空洞率；

• the analytical solutions of maximum void ratio, average value of increment of maximum void ratio, average value of maximum void ratio and average value of maximum porosity were derived.

  建立了剪切带内部的最大孔隙比、平均最大孔隙比增量、平均最大孔隙比及平均最大孔隙度的解析式。

• the volume growth rate in proportion with hydration reaction rate and in contrast to void ratio in hydration course was described.

  在理论上描述了静态破裂剂水化过程中体积增长率与水化反应速率成正比、与体系孔隙率成反比的关系式。

• the concept of equivalent void ratio curve (evrc), which is different from the yield curve, is introduced in the model.

  模型引入不同形状的等孔隙比线与屈服线，并考虑了变形对土水特性的影响。

• in addition, the monotonic relations of density, void ratio and sound wave velocities for sands with different water content are also presented.

  此外分析了在各种不同含水量时，容重、空隙比与波速的单调变化关系，并给出了相应的表达式。

• the concept of skeleton void ratio is used to judge if the sand skeleton is formed in sand-bentonite mixtures, and to obtain main factors affecting the compression behaviour of the mixtures.

  引入骨架孔隙比的概念，用来判断膨润土与砂混合物中砂骨架是否形成，得出影响混合物压缩特性的决定因素。

• it has deduced the mathematical function of the sediment void ratio on the basis of stress and structure analysis, and then the mass and volume conversion of deep bed filtration sediment is given.

  通过受力情况和结构特性的分析，推导出了沉积物空隙率的函数表达式，在此基础上，给出沉积物质量与体积的换算关系。

• the model tests in laboratory are conducted on the model buildings, which are 3 m high and placed on reconstituted loess compacted to the same void ratio in the field.

  通过工程实践和模型试验，提出一种将水注入建筑基础下土体诱使地基补偿沉降纠正偏移建筑的方法。

• it is found by soil test that red clay has several special consolidation and deformation property, that is: 1, red clay has high void ratio but has middling compressibility;

  经试验研究发现，红粘土具有较一般粘土或其它红土特殊的固结变形特征：①、具有高孔隙性的同时却具有中压缩性；

• the analytical results show that porosity, void ratio, increment of porosity, increment of void ratio, rate of porosity and rate of void ratio are non-homogeneous in shear band.

  结果表明，剪胀后的孔隙度、孔隙比、孔隙度增量、孔隙比增量、孔隙度变化率及孔隙比变化率均具有局部化特征，在剪切带中部其值最大。

• research the regularity of void ratio of clay subbase(high or low liquid limit) and silt subbase(low liquid limit) and dry density under the water influence.

  研究粘性土（高、低液限粘土）路基和低液限粉土路基的空隙率、干密度受水影响后体积变化的规律；

• an experience relation that known natural water content defined a natural void ratio and a natural weight-specific density in the sludge …

  提出了已知天然含水量确定淤泥类土天然孔隙比及天然重度的经验关系表。

• by means of the simulation on the experimental result, the variation of hydraulic conductivity with the void ratio was depicted.

  通过对实验结果的拟合分析，阐述了垃圾体渗透系数随孔隙比变化的规律。

• calculation indicates that the initial void ratio has significant influence on the relationship be-tween strain and time when this structural property is taken into account.

  计算表明，考虑结构性（孔隙比）因素后，初始孔隙比对应变-时间关系曲线存在影响；

• the deformation is small when the initial void ratio is low under the same stress status.

  初始孔隙比小的粗粒土在相同的应力状态下体积变形也较小。

• a regression equation between the natural water content and the natural void ratio is established.

  建立了天然含水量与天然孔隙比的回归方程。

• an experience relation that known natural water content defined a natural void ratio and a natural weight-specific density in the sludge types…

  提出了已知天然含水量确定淤泥类土天然孔隙比及天然重度的经验关系表。

• it is known that the material properties of rock skeleton part are worse and the void ratio increases when the rock specimen with multi-preexisting cracks is corroded by chemical solutions.

  因此，化学溶液对巖石材料的腐蚀影响可以归结为巖石颗粒骨架部分性质的劣化和空隙的增大两部分。