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1)  Anti-seepage of reservoir in Karst region
土工膜工程特性
2)  Geotechnical Engineering Characteristics
岩土工程特性
1.
The main achievement and recent development at home and abroad are discussed covering some research fields such as study on saline soil and its diseases control,the three-phase structure of saline soil,salt migration,engineering characteristics,and geotechnical engineering characteristics are studied on saline soil in the northwest region of China.
该文介绍盐渍土分布的状况及成因,阐述了国内外盐渍土研究和盐渍土病害治理的进展和主要成就,以及近年来在盐渍土三相结构、盐分运移和工程特性等领域研究的基本理论、方法和最新进展,探讨了国内对西北地区盐渍土岩土工程特性的研究,在此基础上,指出了需要进一步研究的问题。
3)  engineering character of turfy soil
草炭土工程特性
4)  geotechnical properties
土工特性
1.
After analysing the acoustic data and the difference blocks geotechnical data of the modern Huanghe estuary, we find that the differential erosion and failure behvior of soil in the slope are controlled by sedimental geotechnical properties: The counter failure ability of soil with a low clay content(<10%), high water content(30%~45%) and large void ratio(0.
近代黄河水下三角洲海底声波探测资料和土工资料揭示 :波浪、潮流在所研究区域海底沉积物中产生的差异侵蚀和不同的破坏行为受沉积物土工特性的控制。
5)  engineering characteristic
工程特性
1.
Engineering characteristic of the siltized intercalation of adjoining rock of water tunnel of Xiaxi Reservoir;
下溪水利枢纽引水隧洞围岩泥化夹层的工程特性
2.
Determining method of engineering characteristics′ improvement importance ratings in house of quality;
质量屋中工程特性改进重要度的确定方法
3.
Discussion on serviceability of soft soil ground engineering characteristic and ground processing method;
软土地基工程特性与地基处理方法适用性讨论
6)  engineering property
工程特性
1.
Engineering Property of Soft Clay and Soft Foundation Improvement, Huanghua Port;
黄骅港软土工程特性及软土地基处理
2.
Experimental study of engineering property of replaced-backfilling clay
换填黏性土料工程特性试验研究
3.
The results of engineering property tests indicate that the soft clay on the east bank of Erhai Lake has such engineering properties as a high water content,a high porosity ratio,high compressibility,low strength and high plasticity.
云南大理洱海周缘分布着厚层的早全新世软粘土,大量原状样品的工程性质测试结果表明,洱海东缘早全新世软粘土具有高含水量、孔隙比高、压缩性强、强度低、高塑性等工程特性,其中表层软土超固结现象明显。
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