老黏土地基承载力的试验研究

Experimental study on bearing capacity for paleo-clay

湘江两岸广泛分布着老黏土 ,为了在该地区能有效利用老黏土地基的高承载力 ,编制相关规范 ,节约工程造价 ,通过原位测试、直剪试验和力学指标查表等方法确定地基承载力 ,并进行比较和分析 ,分别建立本地区承载力的理论值、原位测试值与力学指标确定值之间的线性回归关系 .图 2 ,表 5 ,参

This paper makes the experimental studies on paleo-clay,and analysis the relations of in situ test,shear test and standard bearing capacity.The research results reveal linear regressive characteristics of bearing capacity on in situ test,shear test and standard value of paleo-clay.2figs.,2tabs.,5refs.