摘要
通过相距较近地区两组大直径钻(冲)孔灌注桩的静载试验及桩身予埋应力计所提供的数据,分析了大直径钻(冲)孔灌注嵌岩桩和非嵌岩桩的荷载传递规律以及垂直承载力性状,说明了钻孔灌注桩的承载力特点及其影响因素。
Through the dead load tests for two groups of large diameter bored cast-in-situ pile in the places with the distance not far from and the data provided by the pile body embedded stress meter, the regulation of load transfer and the behaviors of vertical bearing capacity of large diameter bored rock socketed pile and non-rock socketed pile were analyzed and the characteristics and effective factors of bored piles were described in the paper.
出处
《港工技术》
北大核心
1998年第2期54-57,共4页
Port Engineering Technology
关键词
灌注桩
嵌岩桩
摩擦桩
承载力
钻孔灌注桩
large diameter bored cast-in-situ pile, rock socketed pile, friction pile end bearing pile
