摘要
文中结合福州市闽侯县工程实例,对比同一根桩采用动静两种方法测得的极限承载力,对高应变曲线拟合法在预应力管桩中的应用进行可靠度分析。通过数据对比分析可以得出,高应变曲线拟合法测得的结果相对误差较小、可靠度较高,在预应力管桩中较为适用。
Based on an engineering example in Minhou County,Fuzhou City,this article compares the ultimate bearing capacity of the same pile measured using both dynamic and static methods,and conducts a reliability analysis of the application of high strain curve fiting method in prestressed pipe piles.Through comparative analysis of data,it can be concluded that the results obtained by the high strain curve fiting method have relatively small errors and high reliability,and are more applicable in prestressed pipe piles.
作者
吴紫盛
Wu Zisheng(Fujian Yongzheng Engineering Quality Testing Co.Ltd.,Fuzhou,Fujian 350012)
出处
《江西建材》
2023年第10期119-121,共3页
Jiangxi Building Materials
关键词
高应变
基桩承载力
静载试验
曲线拟合法
High strain
Pile bearing capacity
Static load test
Curve fitting method