Chinese translation for "voids ratio"
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- 空位比
空穴系数
孔隙比
孔隙率
Related Translations:
- Example Sentences:
| 1. | Voids ratio of soil
土壤空隙比 | | 2. | Void ratio of film
滤膜孔隙率 | | 3. | Soil - rock - mixture is a typical porous medium , and its seepage is closely related to the particle - size , void ratio and particle shape
土石混合体属于典型的多孔介质，其渗透特性与颗粒的大小、孔隙比及颗粒形状关系密切。 | | 4. | 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。 | | 5. | 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。 | | 6. | 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。 | | 7. | With the method of the lie group transformation , the symmetry of the equation governing one dimensional finite strain consolidation is discussed and , from the point of the symmetry , the feasibility to obtain the analytical solution of these nonlinear partial differential equations is discussed . where - after exact or approximate analytical solutions focused on different consolidation problems are obtained , these including : under some assumptions of relations of the void ratio with coefficient of permeability and effective stress , the method of lie group transformation is applied to solve the non - linear partial differential equation of large strain consolidation of homogenous saturated clay soil in semi - infinite domain with the consideration of the material and geometrical nonlinearity during consolidation procession . the implicit exact solution without considering the effect of self - weight of soil is obtained
运用lie群变换方法讨论了一维大应变非线性固结方程的对称性，以及在该对称性的意义下求解这类非线性偏微分方程解析解答的可能性，并就大应变非线性固结问题的多种情况求得了其完整的或者近似的解析解答，具体包括：基于有效应力与孔隙比以及渗透系数与孔隙比之间的关系的一些假定，采用李群变换求解考虑材料非线性和几何非线性的半无限均质土体大变形固结非线性偏微分方程，得到了一个不考虑自重固结的完全解析解。 | | 8. | A model test was designed to simulate the consolidation process of warping soil , the validity of theoretical equation and the solution methods presented in this study . actual measurements for excess pore - pressure , void ratio and settlement - time curves all showed good agreement with the corresponding computed values
将理论计算的超孔隙水压力、孔隙比、沉降-时间曲线和根据实测数据计算的这些量进行比较分析，说明文中建立的渗压作用下的有限应变固结理论模型及求解方法的合理性。 | | 9. | Through indoor routine tests , the physical and mechanical natures of intact and remolding soil of muck and mucky soil , in fuzhou , are analyzed in this thesis . the results reveal that water content , void ratio , shear strength of remolding soil samples are lower than those of intact samples . then qualitative analysis on the mineral composition , chemical composition and microstructure characteristic and types of the soft clay is given
本文通过室内常规试验对福州地区淤泥及淤泥质粘土的原状土样和扰动土样的物理力学性质进行了分析，观察土样受扰动后一些物理力学指标的变化情况，发现扰动软粘土样的含水量、孔隙比、抗剪强度指标均比原状土样低；并从软粘土的矿物成份、化学成份以及微观结构特征和类型上定性地分析。 | | 10. | 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。 |
- Similar Words：
- "voids and hungry spots" Chinese translation, "voids and pits" Chinese translation, "voids content" Chinese translation, "voids detection" Chinese translation, "voids filled with asphalt vfa" Chinese translation, "voids ratio of soil" Chinese translation, "voids volume" Chinese translation, "voidvalue" Chinese translation, "voidwalker" Chinese translation, "voidy" Chinese translation
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