摘要
本文介绍在福州地区软土地条件下，开挖深计4．4～6．5米的基坑，采用Φ500沉管灌注桩内支撑体系的设计及施工。
This paper describes the design and construction method of sustaining system with driven cast - inplace pile with diameter of 500mm in beding with 4. 4 - 6. 5 meter deep under Fuzhou weak soil geologic condition
出处
《福建建筑》
1999年第2期38-40,共3页
Fujian Architecture & Construction
关键词
深基坑
支护桩
淤泥
框架建筑
deep bedding, sustaining pile, silt, technical and economic index
