孔隙比的英文

• percentage of void
• pore pressure
• pore solids ratio
• pore-solids ratio
• porosity ratio
• void ratio
• void-free
• voidratio
• voids ratio

• "孔隙"英文翻译    small opening; hole; pore; a ...
• "比"英文翻译    2
• "孔隙比；孔隙率" 英文翻译 :    void ratio
• "饱和孔隙比" 英文翻译 :    zero air void ratio
• "初始孔隙比" 英文翻译 :    initial void ratio
• "大孔隙比" 英文翻译 :    macrovoid ratio
• "灰浆孔隙比" 英文翻译 :    mortar void method; mortar void ratio
• "极限孔隙比" 英文翻译 :    ultimate void ratio
• "空气孔隙比" 英文翻译 :    air void ratio
• "孔隙比率" 英文翻译 :    porosity percent
• "孔隙比试验" 英文翻译 :    void ratio test; void test
• "力孔隙比曲" 英文翻译 :    pressure-void ratio curve
• "临界孔隙比" 英文翻译 :    critical void ratio
• "水泥孔隙比" 英文翻译 :    void-cement ratio
• "天然孔隙比" 英文翻译 :    natural void ratio
• "现场孔隙比" 英文翻译 :    in-place void ratio
• "压力孔隙比" 英文翻译 :    pressure-void ratio
• "原始孔隙比" 英文翻译 :    initial void ratio
• "最大孔隙比" 英文翻译 :    maximum void ratio; void ratio in loosest state
• "最小孔隙比" 英文翻译 :    minimum void ratio; void ratio in densest state
• "最终孔隙比" 英文翻译 :    final void ratio
• "和天然孔隙比" 英文翻译 :    emax
• "孔隙比-强度曲线" 英文翻译 :    void ratio-strength curve
• "孔隙比-时间曲线" 英文翻译 :    void ratio-time curve
• "孔隙比-压力曲线" 英文翻译 :    void ratio-pressure curve; voidratio-pressurecurve

• 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。
• 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。
• 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。
• With the development of human society , because of the lack of sustainable utilization consciousness , and the eager for quick success and instant benefit , the black earth suffered excessive cultivation and management , causing the reduction of its recycled ability , decrease in organic content , porosity ratio , fertility dropped and the properties of water retaining and water retention , which make the black soil harden and degenerate seriously
  但是随着人类社会的发展，在缺乏保护和可持续利用意识、急功近利思想影响下，黑土遭到过度垦殖和掠夺式经营，人类对其活动范围远远超过了其再生能力，导致有机质含量减少，肥力下降，孔隙比减小，保水持水能力降低，土壤板结，黑土严重退化。
• 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。

• 孔隙比的日语：くうげきりつ かんげきひ