Na2SO4和MgCl2污染土压缩性能的室内试验研究
Laboratory tests on compression characteristics of soil polluted by Na2SO4 and MgCl2
通过人工拌和击实的方法配制了不同含量的Na2SO4和MgCl2污染土,分别通过室内试验测试了不同Na2SO4和MgCl2含量污染土的物理指标和压缩系数,结果表明:受Na2SO4和MgCl2污染土的塑性指数Ip与液限WL之间存在着明显的线性相关关系;其次,随着含盐量的增加,污染土的压缩系数减小;另外,受到Na2SO4和MgCl2污染的土的压缩系数随压力的增大而减小,当压力小于20 kPa时,降幅显著。
In this study, the artificial remould soil samples were tested in laboratory to investigate the effects of Na2SO4 and MgCl2 pollution on the physical properties and compressive indexes of silt soil respectively.The results show that the plasticity index Ip is linearly increasted with liquid limit WL for the silt soil polluted by Na2SO4 or MgCl2.Secondly,the compressive index is decreased with the increament of salt content of polluted soil.In additional,the compressive index of polluted soil in this study is decreased as the compressive pressure increasing,and the reducing rang is obvious when the pressure is less than 200 kPa.
刘飞姣、韩鹏举、王海杰、白晓红、何斌
环境污染、环境污染防治
污染土液限塑性指数压缩系数
polluted soilliquid limitplasticity indexcoefficient of compressibility
刘飞姣,韩鹏举,王海杰,白晓红,何斌.Na2SO4和MgCl2污染土压缩性能的室内试验研究[EB/OL].(2012-06-05)[2025-07-21].http://www.paper.edu.cn/releasepaper/content/201206-78.点此复制
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