孔隙比 meaning in Chinese
percentage of void
pore pressure
pore solids ratio
pore-solids ratio
porosity ratio
void ratio
void-free
voidratio
voids ratio
Examples
- Experimental study on stable porous ratio principle of loess
黄土稳定孔隙比原理的试验研究 - The soft foundation has the characteristic of " three low and three high " , namely high moisture content , high porosity ratio , high compressibility , low intensity strength , low permeability , low coefficient of consolidation
软土地基具有“三低三高”特性，既高含水量，高孔隙比，高压缩性，低强，低渗透性，低固结系数。 - Based on the lab orthogonal tests , using self - manufactured constant head permeameter , the effect of gravel content , void ratio and particle shape on the coefficient of permeability of soil - rock - mixture was studied
本文采用室内正交实验，利用自制的常水头渗透仪，研究了砾石含量、孔隙比和颗粒形状3个因素在不同水平下对土石混合体渗透系数的影响。 - Based on the consolidation mechanism analysis of the warping clay under osmotic pressure , a finite strain osmotic pressure consolidation equation , of which the excess pore - pressure or void ratio was selected as dependent variable , was derived
首先，通过分析渗压作用下的淤填粘土的固结机理，推导出以超孔隙水压力，孔隙比为控制变量的有限应变渗压固结微分方程。 - The sensitivity of one - dimension consolidation degree to the uncertainty of seepage coefficient , void ratio and compression coefficient is analyzed , then , the reliability of percent consolidation is analyzed with jc method and the steps of calculation are presented
分析了固结度对渗透系数、孔隙比和压缩系数三个参数不确定性的敏感性。利用jc法分析了一维固结度的可靠性，通过实例验证用所给的迭代步骤，计算结果收敛很快。