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Mechanical Analysis of Bridge Pile Foundation in High and Steep Slopes Based on Finite Bar Element Method
Zhao, Ming-Hua; Yang, Chao-Wei; Yang, Ming-Hui; Yin, Ping-Bao; Zhang, Rui
刊名China Journal of Highway and Transport
2014
卷号Vol.27 No.6页码:51-58,58-108
ISSN号1001-7372
URL标识查看原文
公开日期[db:dc_date_available]
内容类型期刊论文
URI标识http://www.corc.org.cn/handle/1471x/6105701
专题湖南大学
作者单位Geotechnical Engineering Institute, Hunan University, Changsha 410082, Hunan, China
推荐引用方式
GB/T 7714
Zhao, Ming-Hua,Yang, Chao-Wei,Yang, Ming-Hui,et al. Mechanical Analysis of Bridge Pile Foundation in High and Steep Slopes Based on Finite Bar Element Method[J]. China Journal of Highway and Transport,2014,Vol.27 No.6:51-58,58-108.
APA Zhao, Ming-Hua,Yang, Chao-Wei,Yang, Ming-Hui,Yin, Ping-Bao,&Zhang, Rui.(2014).Mechanical Analysis of Bridge Pile Foundation in High and Steep Slopes Based on Finite Bar Element Method.China Journal of Highway and Transport,Vol.27 No.6,51-58,58-108.
MLA Zhao, Ming-Hua,et al."Mechanical Analysis of Bridge Pile Foundation in High and Steep Slopes Based on Finite Bar Element Method".China Journal of Highway and Transport Vol.27 No.6(2014):51-58,58-108.
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