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焦作市区地基土可塑性分析

Plasticity analysis of foundation soil in downtown area of Jiaozuo city

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【作者】 刘宇

【Author】 LIU Yu(Dept.of Civil Eng.& Arch. of JIT,Jiaozuo 454000,China)

【机构】 焦作工学院土木建筑工程系 河南焦作454000

【摘要】 通过对土稠度界限规律性的研究和焦作市区地基土成因特点分析,把焦作市区地基土划分为三个带,应用统计分析的方法,分别作三个带液限与塑限的散点图,求出土的可塑性指标液限、塑限间的回归方程,用来指导室内稠度界限的测定.

【Abstract】 On the basis of understanding on regularity of consistency limits of soil and analysis of the genetic characteristics of foundation soil in downtown area of Jiaozuo city,the foundation soil in downtown area of Jiaozuo city is divided into three zones.With the method of statistic analysis,the distribution figures of liquid limit and plastic limit of the three zones are plotted and the regression equation of plasticity index between liquid limit and plastic limit is gained.Those can be directions to the determination of consistency limits indoors.

  • 【文献出处】 焦作工学院学报(自然科学版) ,Journal of Jiaozuo Institute of Technology , 编辑部邮箱 ,2003年01期
  • 【分类号】TU441
  • 【被引频次】1
  • 【下载频次】18
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