摘要
本文介绍了笔者近年来在软土地基深基坑开挖中所作的几个典型双排桩式围护结构的设计、施工及监测情况，由此探讨了双排桩式围护结构的受力、变形特性，得到了该形式围护结构设计及施工的一些有益结论。
This paper introduces the design, construction and field monitor of several typical cases of deep pit excavation with retaining structure formed from double-row piles in soft clay. Based on the observation data, the mechanical behavior of this type of retaining structure is discussed with some conclusion for practical engineering design and construction presented.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
1997年第4期70-76,共7页
Journal of Building Structures
