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Ground stability of underground gateroad with 1 km burial depth: A case study from Xingdong coal mine, China
Zhang Guang-chao; He Fu-lian; Lai Yong-hui; Jia Hong-guo
刊名JOURNAL OF CENTRAL SOUTH UNIVERSITY
2018
卷号25期号:6页码:1386-1398
关键词deep coal mine soft rock burial depth failure mechanism deformation behavior support strategy
DOI10.1007/s11771-018-3834-4
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/4565651
专题山东大学
作者单位1.Shandong Univ Sci & Technol, Coll Min & Safety Engn, Qingdao 266590, Peoples R China.
2.C
推荐引用方式
GB/T 7714
Zhang Guang-chao,He Fu-lian,Lai Yong-hui,et al. Ground stability of underground gateroad with 1 km burial depth: A case study from Xingdong coal mine, China[J]. JOURNAL OF CENTRAL SOUTH UNIVERSITY,2018,25(6):1386-1398.
APA Zhang Guang-chao,He Fu-lian,Lai Yong-hui,&Jia Hong-guo.(2018).Ground stability of underground gateroad with 1 km burial depth: A case study from Xingdong coal mine, China.JOURNAL OF CENTRAL SOUTH UNIVERSITY,25(6),1386-1398.
MLA Zhang Guang-chao,et al."Ground stability of underground gateroad with 1 km burial depth: A case study from Xingdong coal mine, China".JOURNAL OF CENTRAL SOUTH UNIVERSITY 25.6(2018):1386-1398.
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