• 这样效用局部非饱和性不再成立。

    Hence the non-satiation of utility does not stand any longer.

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  • 本文应用随机场的分析方法研究了吸附溶质非饱和非均匀土体中运动时平均浓度所遵循基本方程

    The mean concentration equation of adsorbing solute transport in heterogeneous unsaturated soil was studied based on the spectrum analysis of the spacial random field.

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  • 土壤水分特征函数空间异质定量研究土壤非饱和带水分运动以及溶质运移的先决条件。

    Spatial variability of soil water retention function is a primary prerequisite for quantitative research on water movement and solution transfer in unsaturated zone.

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  • 非饱和通过双层孔隙介质渗流对于放射废物地表处置顶盖设计具有重要意义

    It is of very important significance to understand unsaturated water vadose through two layer porous media in design of cover of near surface repository of radioactive waste.

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  • 由于非饱和复杂多变其渗透明显不同于饱和土,并且试验难度较大。

    For complexity and diversity of unsaturated soil behaviors, there lies a great difference in permeability characteristics between unsaturated soil and saturated soil.

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  • 比较讨论各种非饱和土吸力量手段各自优越不足点以及工程各自应用领域

    An attempt is made to compare and discuss the respective advantages and shortcomings of each measuring technique and suggest the best choice in different engineering applications.

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  • 采用帽子模型强夯非饱和湿黄土中的应力分布进行了计算,计算结果与现场测试结果一致,证明帽子模型可作为非饱和黄土强夯动应力计算模型。

    In this paper, using the cap model as computing model, the distribution of dynamic stresses in unsaturated collapsible loess during dynamic compaction is calculated.

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  • 运用饱和-非饱和渗流理论,分析长度、排渗垫层淤堵程度石膏渗透渗透各向异浸润线影响规律

    With saturated-unsaturated seepage theory, the influence of dry beach length, drainage clogging, phosphogypsum permeability and anisotropic permeability on the saturation line position are studied.

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  • 认为非饱和水流体系其他水流系之间势有相似

    Buckingham recognized the analogy between potentials in unsaturated-flow systems and in other flow systems.

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  • 根据非饱和分类,用饱和度作参数不同类型非饱和土分别进行研究提高饱和度方法的精确

    According to the classification of unsaturated soil, the method of saturation will improve the precision of unsaturated soil research.

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  • 预测结果表明模型能够定量描述膨胀非饱和水力力学

    The comparisons between the measured and predicted results indicate that the proposed model can quantitatively predict the hydraulic and mechanical behaviour of unsaturated expansive soils.

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  • 膨胀湿非饱和一般存在变形效应,即力效应、水效应、温度效应流变效应。

    In General, the deformation of Unsaturated Soils (loess, expansive Soil et al.) is complicated with 4 essential effects as follows: loading, wetting, temperature and creeping.

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  • 膨胀湿非饱和一般存在变形效应,即力效应、水效应、温度效应流变效应。

    In General, the deformation of Unsaturated Soils (loess, expansive Soil et al.) is complicated with 4 essential effects as follows: loading, wetting, temperature and creeping.

    youdao

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