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万家寨引黄工程7~#土质引水隧洞变形的有限元分析
王钊; 黄杰; 咸付生; 吴梦喜
Source Publication水利水电工程设计
2002-08-25
Issue3Pages:10-12+49
Abstract在山西省万家寨引黄入晋工程总干线 7#隧洞的开挖和衬砌的应力应变分析中 ,为确定土体c、Φ值和邓肯 -张模型参数 ,分别进行了加载试验和卸载试验 ,本文对用两种试验获得的模型参数进行有限元变形分析的结果进行比较。
Keyword卸载试验 邓肯-张模型 隧洞变型 有限元分析 万家寨引黄工程
Language中文
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/41546
Collection力学所知识产出(1956-2008)
Corresponding Author王钊
Recommended Citation
GB/T 7714
王钊,黄杰,咸付生,等. 万家寨引黄工程7~#土质引水隧洞变形的有限元分析[J]. 水利水电工程设计,2002,3,:10-12+49.
APA 王钊,黄杰,咸付生,&吴梦喜.(2002).万家寨引黄工程7~#土质引水隧洞变形的有限元分析.水利水电工程设计(3),10-12+49.
MLA 王钊,et al."万家寨引黄工程7~#土质引水隧洞变形的有限元分析".水利水电工程设计 .3(2002):10-12+49.
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