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我国北方滨海盐渍土的工程特性研究
引用本文:赵海艳,张渊,韩文峰. 我国北方滨海盐渍土的工程特性研究[J]. 天津城市建设学院学报, 2005, 11(4): 250-253
作者姓名:赵海艳  张渊  韩文峰
作者单位:1. 北京农业职业学院,北京,102442
2. 北京首钢设计院,北京,100043
3. 天津城市建设学院,天津,300384
摘    要:针对我国北方滨海盐渍土地区存在的工程问题,对滨海盐渍土的赋存环境进行了分析,并研究了盐渍土的含盐量与其工程特性指标间的关系.结果表明,北方滨海地区盐渍土的塑性指标、压缩系数随含盐量的增加而降低,抗剪强度随含盐量增加出现一含盐量界限值.

关 键 词:滨海盐渍土 含盐量 塑性指标 抗剪强度 压缩系数
文章编号:1006-6853(2005)04-0250-04
收稿时间:2005-07-17
修稿时间:2005-07-17

Research on engineering properties of inshore saline soil in the northern part of China
ZHAO Hai-yan,ZHANG Yuan,HAN Wen-feng. Research on engineering properties of inshore saline soil in the northern part of China[J]. Journal of Tianjin Institute of Urban Construction, 2005, 11(4): 250-253
Authors:ZHAO Hai-yan  ZHANG Yuan  HAN Wen-feng
Abstract:Aimed at engineering problems lied in inshore saline soil in the northern part of China, the store environment is analysed, and the relation between the salinity and the engineering property index is studied. The result shows that the plasticity index and the compression coefficient of the northern inshore saline soil reduce with the increase of the salt content, and the shear strength attains a limit value with the increase of the salt content.
Keywords:inshore saline soil   salt content   plasticity index   shear strength   compression coefficient
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