文献
J-GLOBAL ID:201702285610519043
整理番号:17A0105185
塑性限界分析法に基づく坑道の反底拱支護効果に関する研究【JST・京大機械翻訳】
Effect of the inverted arch manner props in the mining roadway based on the maximum plastic limit analysis
著者 (5件):
Shi Jian
(College of Civil Engineering and Architecture, Shandong University of Science and Technology)
,
You Chunan
(College of Civil Engineering and Architecture, Shandong University of Science and Technology, Shandong Key Laboratory of Civil Engineering Disaster Prevention & Mitigation)
,
Xuan Chao
(College of Civil Engineering and Architecture, Shandong University of Science and Technology)
,
Yang Le
(College of Civil Engineering and Architecture, Shandong University of Science and Technology)
,
Bi Dongbin
(College of Civil Engineering and Architecture, Shandong University of Science and Technology)
資料名:
Anquan Yu Huanjing Xuebao
(Anquan Yu Huanjing Xuebao)
巻:
16
号:
4
ページ:
139-143
発行年:
2016年
JST資料番号:
C2654A
ISSN:
1009-6094
資料種別:
逐次刊行物 (A)
記事区分:
原著論文
発行国:
中国 (CHN)
言語:
中国語 (ZH)