摘要
在岩土工程勘察中,粘粒含量这一特殊指标常用于判别饱和砂土液化以及进行地基承载力特征值计算.作者应用数理统计的方法对焦作地区地基土的粘粒含量和土的物理力学性质指标之间的相关性进行分析,总结出粘粒含量的一些变化规律,为以后岩土工程勘察设计参数的确定提供了依据.
In geotechnical investigation, clay particle content is often used in identifying saturated sand liquefaction and calculating the characteristic value of foundation bearing capacity. By the method of mathematical statistics, this paper has analyzed the correlation between the clay particle content of the foundation soil and the physical mechanic property of soil in Jiaozuo area, and summarized some equations for reference,thus providing reference for the parameter estimate of geotechnical investigation in the future.
出处
《焦作工学院学报》
2004年第5期349-352,共4页
Journal of Jiaozuo Institute of Technology(Natural Science)
