摘要
主要研究了锥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规律,并与同条件下等截面桩进行对比来分析其经济效果.
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 analyze its economy effect.
出处
《河北建筑工程学院学报》
CAS
2004年第1期11-15,共5页
Journal of Hebei Institute of Architecture and Civil Engineering
