主裙楼一体结构地基承载力深度修正的探讨

On exploration of depth modification of foundation loading capacity of whole structure of building with podium

就主楼为筏形基础、裙楼为独立基础的基础形式的深度修正问题进行了探讨,论述了地基承载力深度修正的理论依据,通过不同的工程状况,提出相应的主楼地基承载力深度修正的取值,并结合实际工程对取值进行了验证。

The paper explores the depth modification problem with main building as the raft foundation and podium building as the independent foundation, indicates the theory reference for the depth modification of foundation loading capacity, points out respective values for the depth modification of the main building foundation according to various engineering conditions, and proves the values for factual projects.