摘要
结合上海宝山钢铁连铸工程岸被基础的静、动力稳定问题，同时采用土工离心模型试验和有限元计算进行分析，两种方法的结果能相互印证，其结论更具说服力。
One example is presented in which two techniques are used in the stability analyais of bank slopes and their bases at the site of a large-scale steel factory. The results of both methods are mutually confirmed and this is helpful to reach a more accurate and reliable conclusion.
关键词
岸坡
基础
稳定
有限元
离心模型试验
centrifugal model test
finite element calculation
earthquake effect
stability analysis
