查询词典 seepage

Study on the numerical simulation methods of the seepage and slope stability.

库岸边坡中渗流作用的数值模拟方法研究。

In this thesis, the problems, involving in the design and practice of seepage on foundation excavation, are studied systematically.

本文针对目前深基坑降水设计理论和实践中有关渗流方面存在的问题进行了较系统的研究。

The seepage force is influenced by its position.

渗透力的大小与计算点的位置有关。

This article presents the application of grouting to the seepage prevention treatment in Xiaolangdi Reservoir,describe the arts and crafts of grouting and the merit of BR serosity.

介绍了灌浆技术在小浪底水库防渗处理中的应用，阐述了灌浆的施工工艺以及BR浆液的优点。

Then the shear 、axial force and bendingmoment of governing sections of anti-seepage walls are studied.

在此基础上对防渗墙各截面的剪力、轴力和弯矩进行计算研究，提出了配筋方案。

Cold-process construction for external and internal wall plastering in winter;2. The roof and wall system of Wenzhou large showplace;3. In view of new masonry wall crack-resistance and seepage control measures are proposed in order to increase engineering quality.

结合工程实例，根据实践经验和教训，重点从设计和材料方面介绍了楼面裂缝的综合性防治及具体措施，论述了新型砌体墙开裂、渗漏的防治，以解决楼墙面的裂缝问题，从而提高工程施工质量。

Complicated working conditions, such as water-retaining structures to bear a lot of water pressure, Seepage from the osmotic pressure of building the strength and stability negative; sluiceway discharge structure, right bed and bank erosion has a strong role.

使工作环境复杂化，例如水保留的结构负担很多从建立力量和稳定阴性渗透压的水压，渗流；闸沟放电结构、正确的床和银行侵蚀有一个强的角色。

It is prohibited to discharge radioactive waste liquid by using soakaway, seepage pit, natural crevice, karst cave or by other means prohibited by the State.

禁止利用渗井、渗坑、天然裂隙、溶洞或者国家禁止的其他方式排放放射性废液。

Discharging radioactive waste liquid not by the prescribed means, or discharging radioactive waste liquid by using soakaway, seepage pit, natural crevice, karst cave or by other means prohibited by the State

不按照规定的方式排放放射性废液，利用渗井、渗坑、天然裂隙、溶洞或者国家禁止的其他方式排放放射性废液的

During the cross-sectional seepage flow soil test and line fountain liquefaction solum by artifical pressure,the process of sediment incipient motion and cross-sectional basic configuration of liquefaction solum have been observed.

通过横断面渗流土工试验，人工加压线源液化土体，观察到泥沙起动的过程和液化土体横断面的基本形态，发现线源渗透破坏服从最小阻力趋向原则。

The split between the two groups can hardly be papered over.

这两个团体间的分歧难以掩饰。

This approach not only encourages a greater number of responses, but minimizes the likelihood of stale groupthink.

这种做法不仅鼓励了更多的反应，而且减少跟风的可能性。