摘要
本文介绍了一个天然地基筏形基础的工程实例，该工程由于考虑了基础板的刚度和地基实际变形特征，采用有限元方法筏形基础计算程序 MFE和沉降计算程序 SCP，使其沉降和差异沉降量都能满足规范规定的要求，从而使采用经济的天然地基筏形基础方案得以实现。工程的实测结果与设计符合良好。
The raft foundation of an actual project on natural ground has been studied in this paper.In consideration of the stiffness of the raft foundation and actual deformation characteristics of soil,the raft foundation is computed by using program MFE for raft foundation and program SCP for settlements.The results show that both the settlement and differential settlement satisfy the limit values specified in the code and the adoption of the economic scheme is feasible.The values measured in field are in good accordance with those calculated.
出处
《建筑结构学报》
EI
CAS
CSCD
北大核心
2001年第1期83-87,96,共6页
Journal of Building Structures
