摘要
在分析已有单桩静载荷试验资料及单桩竖向抗压极限承载力确定标准的基础上 ,本文提出了确定单桩承载力的一种建议方法。该建议方法使用了全部试桩信息 ,综合考虑了绝对变形标准与相对变形标准 ,降低了人为因素的影响 ,同时便于数据处理、符合现行规范 ,通过编制相应的应用程序可以简便实用地确定单桩承载力 ,具一定的推广应用价值。
A proposed method to determine the ultimate bearing capacity of pile is presented based on analyzing the data of loading tests and the related criterions for single pile.The proposed method uses the all data from loading tests,and the criterions of deformation are comprehensively considered.The ultimate bearing capacity of pile can easily be determined by the said method with the related computer programmer.
出处
《工程勘察》
CSCD
北大核心
2003年第5期38-40,共3页
Geotechnical Investigation & Surveying
关键词
单桩
承载力
静载荷试验
变形
static loading test
ultimate bearing capacity
criterion of deformation
proposed method
