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1)  engineering character of turfy soil
草炭土工程特性
2)  Anti-seepage of reservoir in Karst region
土工膜工程特性
3)  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。
4)  peat soil
草炭土
1.
Analysis on treatment of peat soil foundation;
草炭土路基处理方法研究
5)  turfy soil
草炭土
1.
The paper mainly relys on the following four research subjects, such as the national science fund items"Study on the time effect of the properties of turfy soil in seasonal frozen region".
依托国家自然科学基金项目“季冻区沼泽草炭土特性的时间效应研究”、“季冻区软土路基沉降研究”等四个课题,在季冻区草炭土成因、分布及其第四纪地质研究的基础上,系统研究草炭土的物质成分和微观结构特征、物理力学性质指标的统计特征、强度特征和压缩特征,对长白山地广泛分布的草炭土的物理力学特性进行分析和总结,为季冻区草炭土地区公路路基建设提供扎实、可靠的指标及参数依据。
2.
This article takes turfy soil in the eastern part of Jilin as the study subject,analyzing the geologic features of turfy soil on the basis of laboratory experiments.
以吉林东部草炭土为研究对象,在室内试验的基础上分析总结了草炭土的特殊工程地质性质。
3.
A detail planning scheme for the research on turfy soil of the eastern part of Jilin Province was made to study the frost heave and subside disciplinarian of turfy soil in different moisture content and load effect.
以吉林东部草炭土为研究对象,制定详细的试验计划方案,对草炭土地基在不同含水量下、不同荷载作用下冻胀和融沉规律进行研究,分析总结草炭土地基的冻胀特性。
6)  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。
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