摘要
本文根据某变电所沉降观测实例,通过理论分析与计算,初步探讨了挤密碎石桩复合地基固结沉降机理,对今后该类地基处理设计与施工有重要的参考与指导意义。
In this paper, the mechanism of the sequent consolidation settlements of composite foundation by compressed stone columns is preliminarily studied by theoretic analysis and calculation on the basis of the settlement observation instance in a transformer substation. This paper can be applied to be important reference to direct the design and construction of the similar ground treatment projects.
出处
《电力勘测设计》
2002年第1期41-44,共4页
Electric Power Survey & Design
关键词
挤密碎石桩
复合地基
固结沉降
沉降观测
Gravel compaction pile,composite foundation
consolidation settlement
setdement observation
