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Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions
Chang, Xu; Luo, Xulin; Zhu, Changxing; Tang, Chunan
刊名TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY
2014
卷号43页码:41-48
关键词CFT support Load-displacement responses Contact characteristics Underground structure High ground stress
ISSN号0886-7798
URL标识查看原文
内容类型期刊论文
URI标识http://www.corc.org.cn/handle/1471x/4427037
专题大连理工大学
作者单位1.Henan Polytech Univ, Opening Lab Deep Mine Construct, Jiaozuo City 454000, Henan Province, Peoples R China.
2.Henan Polytech Univ, Coll Civil Engn, Jiaozuo City 454000, Henan Province, Peoples R China.
3.Henan Polytech Univ, Coll Civil Engn, Jiaozuo City 454000, Henan Province, Peoples R China.
4.Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Liaoning Provin, Peoples R China.
推荐引用方式
GB/T 7714
Chang, Xu,Luo, Xulin,Zhu, Changxing,et al. Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions[J]. TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,2014,43:41-48.
APA Chang, Xu,Luo, Xulin,Zhu, Changxing,&Tang, Chunan.(2014).Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions.TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY,43,41-48.
MLA Chang, Xu,et al."Analysis of circular concrete-filled steel tube (CFT) support in high ground stress conditions".TUNNELLING AND UNDERGROUND SPACE TECHNOLOGY 43(2014):41-48.
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