摘要
通过对达安花园E型楼和F型楼的基础方案比较 ,在控制均匀沉降的前提下 ,提出PHC桩和钻孔灌注桩在不同持力层共同作用的方案。
This paper introduces some problems produced by the structural design of Daan Garden.Some schemes are adopted to analyse and control the unequal settlement between prestressed concrete open\|end pipe piles and existing bored piles.This paper can be used as reference.
出处
《建筑结构》
CSCD
北大核心
2000年第11期13-16,共4页
Building Structure
