摘要
对非嵌岩人工挖孔灌注桩提出采用多节扩头,即沿桩身设置多个嵌坎的方案,对于提高单桩竖向承载力,具有显著的经济技术效益,可拱设计时参考。
A new idea of setting several step flanges or multi-section expansive butts along the pile shaft is presented for non-rock-inlaid manual piles. By this method,the vertical load-bearing capacity of single pile can be increased,and remarkable economic-technical effect can be achieved. This method can be used for design reference.
出处
《福州大学学报(自然科学版)》
CAS
CSCD
1996年第3期60-65,共6页
Journal of Fuzhou University(Natural Science Edition)
关键词
挖孔柱
承载力
多节扩头
嵌坎
mannal pile
load-bearing capacity
multi-section expansive butt