1) leak
渗漏;泄漏
2) leakage
渗漏;泄漏
3) leak
n.漏洞v.渗漏，泄漏
4) ooze
淤泥，渗出，缓缓流出，渗漏，泄漏，泥浆
5) leakage
渗漏
1.
Seal leakage treatment of homemade melt filter in PTA plant;
聚酯装置国产熔体过滤器密封渗漏处理
2.
Principles and protective measure of corrosion leakage of chlorethylene synthesis convertor;
氯乙烯合成转化器腐蚀渗漏机理及防护措施
3.
Foundry-Techniques for Preventing Leakage of Aluminum Alloy Shock Absorber Cylinders;
防止铝合金减震器简体渗漏的铸造工艺措施
6) Seepage
渗漏
1.
Cause Analysis for Seepage of Auto-Cylinder Head of AC4D Casting Alloy;
AC4D铸铝合金气缸盖渗漏故障成因分析
2.
Causes analysis of the abjunction of the tube bundles and the seepage of the weld seam of the autoclave;
压煮器管束脱落与焊缝渗漏的原因分析
3.
How to Deal with the Seepage from Oil Tank;
成品油金属储罐渗漏的修复方法
7) leaching
渗漏
1.
Study on the nitrogen leaching in the paddy-wheat rotation agroecosystem;
稻麦轮作农田系统中氮素渗漏流失的研究
2.
Nitrogen loss via runoff and leaching from soil as a function of types of urea applied in wheat season.;
麦季施用不同尿素的氮排水和渗漏损失
3.
GLEAMS model was introduced to calculation of nitrate leaching in an agricultural small catchment in Southeast China.
应用GLEAMS模型估算我国东南亚热带地区农业小流域硝态氮的渗漏淋失。
8) leak
渗漏
1.
Discussion on causes for leakage of exterior windows and its prevention and cure;
建筑外窗部位渗漏原因及防治方法探讨
2.
Comprehensive leak treatment in existing line of Tianjin Subway;
天津地铁既有线区间渗漏综合治理
3.
Waterproofing measures and leak treatment in Shawan water plant project;
沙湾水厂工程的防水措施与渗漏处理
9) percolation
渗漏
1.
Preventive measure to the percolation of waterproofing concrete structure underground;
地下防水混凝土结构渗漏的预防措施
2.
Oil andgas shows commonly seen at surface are macroscopic indicators of hydrocarbon percolation;nevertheless, more extensive hydrocarbon percolations at surface are exhibited by microscopicindicators, which can be detected only by precision instruments.
常见的油气苗是烃类渗漏的宏观标志，但更为普遍存在于地表的烃类渗漏是微观标志，它需要用精密的仪器才能检测出来。
3.
This paper analyses the percolation occurances that often take place in civil architectural floor,and puts forward the solutions.
分析了民用建筑楼面时常发生的渗漏现象，提出了解决的措
10) exudation
渗漏
补充资料：淤泥
在静水或缓慢的流水环境中沉积，经物理化学和生物化学作用形成的，未固结的软弱细粒或极细粒土。属现代新近沉积物。淤泥按粒度组成可以是粉土质的或粘土质的，细砂质或极细砂质的极少。海滨淤泥的粘土矿物以伊利石和蒙脱石为主，淡水淤泥则是以伊利石和高岭石为主。淤泥含有较多的(2～3％)和多的(10～12％)有机质，其含量随深度而减少。淤泥的主要特性是：天然含水率高于液限，孔隙比多大于1.0；干密度小,只有0.8～0.9克／立方厘米;压缩性特别高,压力自9.8×104帕增加到19.6×104帕时，压缩系数为a1-2>0.05，压力自9.8×104帕增加到29.4×104帕时压缩系数a1-3>0.1;强度极低，常处于流动状态，视为软弱地基。淤泥按孔隙比可再细分为淤泥（孔隙比大于 1.5）和淤泥质土（孔隙比为1～1.5）。淤泥的自然结构变化十分敏感，结构及其强度受力破坏后能自动复原，这就是所谓的触变性。淤泥不宜作天然地基，因为它会产生不均匀沉降，使建筑物产生裂缝、倾斜、影响正常使用。在淤泥上进行建筑时必须采取人工加固措施。如压密、夯实，用垂直砂井排水，加速淤泥固结。有时可采用柱基，或在建筑物上部采用适应于不均匀沉降的刚性圈梁，沉降缝等结构措施，以保证建筑物的稳定安全。
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条