江西建材Issue(1)：98-100,3.
超长冲孔灌注桩单桩竖向抗压静载试验研究
Experimental Study on Vertical Compressive Static Load of Single Pile of Super Long Punched Cast-in-place Pile in High-rise Buildings
林富华1
作者信息
- 1. 福建省永正工程质量检测有限公司,福建 福州 350012
- 折叠
摘要
Abstract
Taking Zhongliang City capital project as an example,this paper focuses on the vertical compressive static load test of ultra-long per-forated cast-in-place pile.Comprehensive analysis is carried out from four aspects:site foundation treatment,reaction device design,refer-ence beam installation and concrete pile head treatment.The static load test results show that the vertical compressive ultimate bearing capacity of the single perforated cast-in-place pile of this project can meet the design requirements.关键词
冲孔灌注桩/静载试验/承载力Key words
Punched cast-in-place pile/Static load test/Bearing capacity分类
建筑与水利引用本文复制引用
林富华..超长冲孔灌注桩单桩竖向抗压静载试验研究[J].江西建材,2025,(1):98-100,3.
