CAJ | 학술논문

通过大量的土工试验数据,对昆明市南市区泥炭质土压缩系数与物理参数间的相关关系统计分析,并给出了相应的数学回归方程式和相关系数,对地基土承载力参数的确定起到一定的参考作用.结果表明:压缩系数与液限和孔隙比以及塑性指数三因素间存在较好的统计多元线性相关关系.
통과대량적토공시험수거,대곤명시남시구니탄질토압축계수여물리삼수간적상관관계통계분석,병급출료상응적수학회귀방정식화상관계수,대지기토승재력삼수적학정기도일정적삼고작용.결과표명:압축계수여액한화공극비이급소성지수삼인소간존재교호적통계다원선성상관관계.
@@@@From a lot of soil test data,the analysis of correlativity between compression coefficient and the physical parameters of the cumulosol in the south district of Kunming was carried out,and we get mathematical regression formula and the correlation coefficient,which will provide more or less guiding for ascertaining the bearing capacity of foundation soil. It turns out there is a good statistical multiple linear relationship among compressibility coefficient, natural void ratio,liquid limit and plasticity index.