1) void ratio
孔隙比，空隙比
2) void ratio
孔隙比
1.
Effect of bonding and void ratio on the mechanical behavior of structured soil;
胶结和孔隙比对结构性土力学特性的影响
2.
The influences of void ratio,degree of saturation and MSW composition on gas permeability were investigated.
采用填埋场钻孔获得的垃圾样,用自制导气试验装置,测试垃圾的气体渗透系数,分析孔隙比、饱和度和垃圾组分对气体渗透性的影响。
3.
Based on the experimental studies of the tailings from Dabaoshan Mine of Guangdong, the e-p curve fit power function equation and the correlation between the internal friction angle and the void ratio of silty tailings was found.
对广东省大宝山槽对坑尾矿库尾矿料进行的物理力学性试验研究中,得出了e p曲线拟合幂函数方程以及尾粉砂内摩擦角和孔隙比的关系。
3) porosity ratio
孔隙比
1.
The testing method for permeability performance of filling material was described in detail, and the relations of permeability coefficient , porosity ratio and sand (tail) content were studied and analyzed.
详细论述了充填料渗透性能试验方法 ,并对渗透系数与孔隙比及尾砂含量的关系进行了研究分
2.
Water content,dry unit weight and porosity ratio are three major factors influencing claystrength.
粘性土的强度主要受含水量、干容重、孔隙比三因素的影响，它们存在某种不确定关系，用统计学中的回归分析方法，找出它们之间的线性相关关系─—线性回归方程，并证明其回归效果显著。
3.
There are many factors influencing clay strength,in which dry unit weight,water content and porosity ratio arequite important.
影响粘性土强度的因素较多，重要的有于容重、含水量、孔隙比，用正交设计方法分析实验数据，找出三因素对粘性土强度影响的强弱程度，找出某范围内粘性土三因素最佳状态。
4) pore proportioning
孔隙配比
1.
The stress-strain-permeability behavior of artificial specimens with different pore proportioning was investigated electrohydraulically by servo-controlled MTS 815 rock test system.
应用电液伺服岩石力学试验系统,研究了不同孔隙配比的人工岩芯试件的应力应变渗流特性,比较系统地分析了孔隙分布配级、孔隙度、渗流作用对强度、刚度的影响。
5) high void ratio
高孔隙比
6) porosity
[英][pɔ:'rɔsəti] [美][pɔ'rɑsətɪ]
孔隙比
1.
Based on the statistical analysis on the experimental data, the relationship between permeability, k and soil porosity, e was derived, and its accuracy was analyzed.
就单向渗透固结过程中渗透系数的变化规律进行了探讨,通过对试验所测得的指标进行统计分析,得出了渗透系数k随孔隙比e变化的关系式,并对其精度进行分析。
2.
Beginning with the concept of loosening and compacting, the paper determines effect of vibration on loosening and compacting of dispersed media using such parameters as critical porosity.
从松散与密实的概念入手 ,提出用临界孔隙比等参数判断散料的振动松散与密实效应 ,并进行了相关的实验研究和理论分析。
补充资料：比昂斯滕·比昂松
比昂斯滕·比昂松
比昂斯滕·比昂松（1832～1910）挪威戏剧家、诗人、小说家。主要作品有剧作《皇帝》、《挑战的手套》，诗集《诗与歌》等。1903年作品《挑战的手套》获诺贝尔文学奖 。获奖理由： “他以诗人鲜活的灵感和难得的赤子之心，把作品写得雍容、华丽而又缤纷”。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。