引用本文:徐光明,章为民,蔡飞,赖忠中.岸坡稳定的离心模型试验和有限元计算分析[J].水利水运工程学报,1995,(4):
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岸坡稳定的离心模型试验和有限元计算分析
徐光明,章为民,蔡飞,赖忠中
南京水利科学研究院土工研究所
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。
关键词:  离心模型试验,有限元计算,地震作用,稳定分析
DOI:
分类号:TV861
基金项目:
Centrifugal model test and finite element analysis of stability for bank slopes
Xu Guangming, Zhang Weimin, Cai Fei, Lan Zhongzhong
Nanjing Hydraulic Research Institute
Abstract:
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.
Key words:  centrifugal model test,finite element calculation,earthquake effect,stability analysis,
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