摘要
本文分析了目前大直径嵌岩灌注桩因设计静载取值准则不同使单桩允许承载力产生较大差异，提出根据不同条件要求进行取值的看法，供工程设计参考。
The author of the paper analyzed the big difference of the allowable bdaring capacity of single pile resulted from the difference of the data standands for design and load test on the large-diameter bond piles embedded rock,and put forward some suggestions where the values for design must be adopted according to different site conditions for engineering design reference.
出处
《工业建筑》
CSCD
北大核心
1994年第5期32-35,共4页
Industrial Construction
关键词
嵌岩灌柱桩
设计
静载荷
计算
Bond pile embedded rock
pile side resistance
pile tip resistance
allowable bearing capacity of single pile
values for design
