摘要
通过经验参数法估算钻孔灌注桩单桩承载力与静载荷试桩结果对比分析,提出了对特殊土层及按深度对桩基参数修正的方法。
Bearing capacity of a pile of bored pile w as obtained by experiential param eter m ethodand that of static load test w ere com pared and analyzed, the revised m ethod of pile foundationparam eter for special strata and that of the revision in depth w as proposed, and the influencefactors of the bearing capacity of bored pile w ere also analyzed.
出处
《天津城市建设学院学报》
CAS
1999年第2期15-21,共7页
Journal of Tianjin Institute of Urban Construction
关键词
钻孔灌注桩
单桩
竖向承载力
静载荷
工程施工
bored pile,result ratio of calculation and testing,sedim ent of pore bottom