摘要
预制空心方桩兼备预制桩和预应力管桩的一些特性。简要介绍了空心方桩的技术参数特性，分析了空心方桩桩侧和桩端阻力特征，并通过实验室试验和大量工程实例论述了单桩承载力和变形特性，提出了空心方桩极限承载力的计算公式。结论认为，在饱和软土地区，空心方桩单桩的工作性状良好，可有效提高桩侧阻力，减小沉降，比预应力管桩的单桩承载力高出20％～40％左右。
Prefabricate hollow square pile is a kind of new pile, of which performance is between the solid square pile and prestressed pipe pile. The technical parameter characteristics of hollow square pile and the characteristics of pile side and pile end resistance are introduced. Single pile bearing capacity and distortion characteristics got from experiments in the laboratory and many engineering examples are discussed and the calculation formula of hollow square pile limit bearing capacity is provided. It shows that the hollow square pile performances well in saturable soft slay area. It can improve pile side resistance effectively and decrease the sink. The single pile hearing capacity of hollow square pile is about 20% - 40% higher than that of the prestressed pipe pile.
出处
《建筑结构》
CSCD
北大核心
2006年第10期40-42,57,共4页
Building Structure
关键词
空心方桩
单桩
承载性状
承载力
特性
hollow square pile
single pile
bearing performance
bearing capacity
characteristic
