摘要
通过分析新乡至郑州高速公路郑州黄河特大桥大直径钻孔灌注桩的的静荷载试验结果,验证了水流及桩的长细比对桩的承载性状、桩侧摩阻力的影响,并对工程桩基设计提出了合理化建议.
Based on the static-loading tests of Yellow River super Bridge long-large diameter bored Xinxiang-Zhengzhou highway, the influence of fluent and pile＇s slender ratio on load bearing character lateral frictional resistance are verified. Rationalization proposals to design and construction of this kind are proposed.
出处
《河南科学》
2006年第4期578-581,共4页
Henan Science
基金
河南省重点科技攻关项目资助(0424450011)
关键词
高速公路
钻孔灌注桩
静荷载试验
highway
bored pile
static loading experimental pile in and the of piles
