In this paper, on the base of the interactive principles of superstructure, base and soil, a computation method of thick-raft foundation is brought forward in which many factors are considered.
本文根据高层建筑上部结构、基础和地基共同作用的基本原理，提出一种厚筏基础的计算方法，考虑了多种因素影响，比较符合基础的实际受力状况。
Thus a new method is presented for solving the problems of interaction of superstructure and foundation and subsoil, as well as for the problems of the thick plates under the complicated loadings.
这为解决复杂荷戴作用下厚板问题，以及上部结构与基础及地基共同作用问题等提供了一种新的分析方法。
In this paper, a type of analysis method and the program of nonlinear analysis of interaction of piled raft foundations and superstructure were established.
通过对上部结构与桩筏基础的共同作用进行非线性分析，可以来优化基础设计。
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