摘要
基于焦作至荥阳黄河大桥基桩的单桩竖向抗压静载试验,对超长大直径基桩承载力进行了分析。结果表明,跨黄河桥大直径超长桩的承载力相较于中长、短桩的承载力性状有明显的差异,超长大直径基桩承载力在满足设计荷载的情况下仍有较大的余量。
Based on the field test of single pile in sand under vertical load in Jiao xing Yellow river bridge,the bearing of large diameter over length bored pile in the Yellow river bridge was studied. Significant differences on bearing were found in bored pile of large diameter over length with medium length or short ones. There are a lot of surpluses for bored pile of large diameter over length in case of fulfilling requirements of the design load.
作者
杨鹏
YANG Peng(Henan Provincial Communications Planning & Design Institute Co.,Ltd.Zhengzhou 450052,Chin)
出处
《洛阳理工学院学报(自然科学版)》
2018年第2期41-45,共5页
Journal of Luoyang Institute of Science and Technology:Natural Science Edition
关键词
桥梁工程
超长大直径
基桩
承载力
bridge engineering
large diameter over length
bored pile
bearing capacity