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锥形桩在天津地区的试验研究
成立芹1, 徐德良2
1.天津大学 建筑工程学院;2.河北省交通厅
摘要:
研究了雏形桩在竖向桩顶加荷方式下竖向极限承载力、桩侧摩阻力及桩端阻力的发展,并与同条件下等截面桩进行对比,结果发现前者承载力是后者的1.83倍。
关键词:  锥形桩  桩端阻力  桩瑞阻力
DOI:
分类号:
基金项目:
Pilot study of taper peg in Tianjin
Abstract:
The law of variation of ultimate vertical bearing capacity and shaft resistance and tip resistance of wedge pile by compressive loading on the top is mainly studied in this paper.Compared with equal section pile on the same condition,we can induce that the former has 1.83 times weight bearing capacity to the latter,and it has economic effect.
Key words:  taper peg  shaft resistance  pile tip resistance