摘要
本文对独立桩基础与半刚性桩复合地基共同作用作了分析；同时，对独立柱基础的设计计算加以探讨。
Interaction between independent foundation under column and semi-stiff pile composited subsoil was analysed in this paper. Caculation method of independent foundation under column was discussed simultaneously.
出处
《工业建筑》
CSCD
北大核心
1995年第11期34-39,共6页
Industrial Construction
关键词
复合地基
独立柱基础
半刚性桩
相互作用
mattress layer
composited foundation, independent foundation under column
semi-stiff pilecomposited foundation
