摘要
为了能有效利用软土地基的承载力,节约工程造价,通过原位测试、直剪试验等方法确定地基承载力,并进行了比较和分析,分别建立了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。
In order to effectively use bearing capacity of soft foundation and save construction cost, this paper sets the bearing capacity of foundation through in-situ test and direct shear test, compares and analyzes it, and builds linear regression relation among theoretical value, in-situ test value and mechanical specification of local bearing capacity.
出处
《山西建筑》
2007年第31期123-124,共2页
Shanxi Architecture
关键词
软土地区
承载力
回归分析
soft region, bearing capacity, regression analysis