1) high-sodic saline soil
高钠盐渍土
1.
Discussion on dispersivity of high-sodic saline soil;
高钠盐渍土分散性的探讨
2) Salty soil
盐渍土
1.
The study of calcium carbide dust improving salty soil;
电石灰改良盐渍土的研究
2.
Highway-related dividing scheme of salty soil;
中国公路盐渍土的分区方案
3) Saline soil
盐渍土
1.
Corrosion behavior of Q235 steel in saline soils with different humidity;
Q235钢在不同湿度的青海盐湖盐渍土壤中的腐蚀行为
2.
Study on fuzzy clustering methods of the saline soil classification;
盐渍土分类的模糊聚类法探讨
3.
Testing study on influence of freezing and thawing circulation on saline soil’s cohesion;
冻融循环对盐渍土黏聚力影响的试验研究
4) saline soil
盐渍土壤
1.
Geographic background and Its utilization of saline soil in Yinnan irrigation area of the Yellow River in Ningxia;
宁夏银南黄河灌区盐渍土壤的地学背景及其开发利用
2.
The influence of moisture content on corrosion of carbon steel in saline soils were studied by using electrochemical measurement techniques.
利用电化学的研究方法对盐渍土壤湿度对碳钢腐蚀的影响进行了研究,由极化曲线拟合结果,对于盐湖盐渍土壤来说,最大腐蚀速度出现在20%左右的湿度。
3.
were planted in heavy saline soil(salt content 1%~1.
结果发现 ,盐渍土壤种植 4种盐生植物 1个季度后 ,土壤Na+ 含量显著降低 ,每季盐爪爪从土壤中吸收Na+ 量 934 5 。
5) salinized soil
盐渍土
1.
Research on engineering properties of salinized soil in littoral area;
滨海盐渍土的工程特性研究
2.
Analysis of the distribution regularity and the salinized soil expansion action of salinized soil in oblique fine soil plain;
倾斜细土平原盐渍土分布规律及盐胀作用分析
6) chlorine saline soil
氯盐渍土
1.
On the basis of the test results of collapsibility test of chlorine saline soil,solubilization deformation behaviors are studied in different water content and salinity conten conditions,and the relations between subsidence coefficient and water content and salinity content are qualitative analyzed.
通过对氯盐渍土进行溶陷试验,研究了氯盐渍土在不同含水量和含盐量条件下的溶陷变形特性,定性地分析了氯盐渍土溶陷系数与含水量、含盐量的关系。
2.
Based on the experiment of shrinking, the relationship between water content and salt content of the losing water deformation of chlorine saline soil is studied.
采用室内收缩变形试验,研究了氯盐渍土的失水变形与含水率w、干密度ρd及含盐量C之间的关系。
3.
The salt expansion laws of chlorine saline soil are researched from soil types and salt.
从土类及盐性角度研究了氯盐渍土的盐胀规律。
补充资料:盐渍土地基勘察
盐渍土地基勘察
salty soil foundation investigation
yanzitud一l一kaneha盐溃土地基勘察(salty 5011 foundat沁n in--vestigation)为盐渍土地基上建筑的设计和施工所进行的工程地质勘察。盐溃土是指土中易溶盐含量高于0.5%,具有吸湿、松胀等特性的土。盐渍土按分布区域分为滨海盐渍土、内陆盐溃土和冲积平原盐溃土;按含盐性质分为氯盐类、硫酸盐类和碳酸盐类盐渍土;按含盐量分为弱盐渍土、中等盐溃土和强盐渍土。 土中所含易溶盐的性质和含量对盐渍土的工程性能影响较大。氯盐类具有较强的吸湿性,使土软化。硫酸盐类具有吸水膨胀失水收缩的特性,使土变松。碳酸盐类盐渍土主要为含Na厂03、NaHC03的土,其溶液具有碱性反应,阳离子吸附性强,粘土颗粒结合水膜增厚,不仅颗粒间的粘聚力减小,而且引起土体膨胀。 勘察工作内容包括:查明盐渍土的分布范围、厚度、形成条件、含盐类型、含盐程度、湿陷性和膨胀性、溶蚀洞穴及其分布;确定场地有害毛细水上升高度;判定土、水对建筑材料的腐蚀性等。勘探点的布置应满足查明盐渍土分布的要求。土试样数量应按不同勘察阶段和不同深度区别对待,即详细勘察比初步勘察、浅部比深部取土间隔要缩小一些。地基承载力的确定应以静力载荷试验为主,辅以其他土的原位试验。土的试验室试验除作一般试验项目和易溶盐分析外,还要进行一定数量的化学分析和有机质含量测定,必要时对土的结构进行电子显微镜鉴定。根据勘察结果,对盐渍土地基进行评价。 (傅世法)
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参考词条