摘要
通过天津地区42个场地钻孔灌注桩桩底注浆的静载荷试桩结果,采用1st Opt曲线拟合软件对实测试桩数据进行拟合并建立回归计算公式,分析了天津地区钻孔灌注桩桩底注浆单桩竖向极限承载力估算值的估算方法和估算公式。
Through static load pile test results of 42 fields bored pile bottom grouting in Tianjin region,the paper applies 1stOpt curve-fitting soft-ware for fitting and establishing regressive calculation formula of actual testing pile data,and analyzes estimation methods and estimation formula of single pile vertical ultimate bearing capacity estimation value bored pile bottom grouting in Tianjin region.
出处
《山西建筑》
2015年第18期79-81,共3页
Shanxi Architecture
关键词
钻孔灌注桩
桩底注浆
曲线拟合
回归计算公式
计试比
bored pile
pile bottom grouting
curve-fitting
regressive calculation formula
calculation-testing ratio