中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Failure Characteristics and Support Optimal Design of Columnar Jointed Rock Mass at a Diversion Tunnel

文献类型:会议论文

作者Zhu, Xiangdong1; Hu, Lianxing1; Jiang, Quan2; Li, Shaojun2; Li, Jun3
出版日期2013
会议日期MAY 24-26, 2013
会议地点Jinan, PEOPLES R CHINA
关键词failure characteristics support optimal design columnar jointed rock mass excavation unloading
卷号353-356
DOI10.4028/www.scientific.net/AMM.353-356.1680
页码1680
英文摘要Columnar joints are native rupture structures which are ordered columnar forms in basaltic lava. The cracks and joints inside them are well-developed which lead to the weak self-supporting ability after excavation. At present, loose and collapse of columnar rock mass are the main problem in the hydraulic diversion tunnel. Based on field observation and test, this paper studied the failure characteristics of columnar joints in the diversion tunnel and simulated the failure mechanism. Based on this discussion, optimized support measures have been taken to ensure the safe construction of the diversion tunnel.
源文献作者Tian, L ; Hou, H
会议录ADVANCES IN CIVIL AND INDUSTRIAL ENGINEERING, PTS 1-4
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地DURNTEN-ZURICH
语种英语
WOS研究方向Engineering
WOS记录号WOS:000336950100327
源URL[http://119.78.100.198/handle/2S6PX9GI/4737]  
专题岩土力学所知识全产出_会议论文
作者单位1.Three Gorges Corp;
2.Inst Rock & Soil Mech ;
3.CHECC, East China Invest & Design Inst
推荐引用方式
GB/T 7714
Zhu, Xiangdong,Hu, Lianxing,Jiang, Quan,et al. Failure Characteristics and Support Optimal Design of Columnar Jointed Rock Mass at a Diversion Tunnel[C]. 见:. Jinan, PEOPLES R CHINA. MAY 24-26, 2013.

入库方式: OAI收割

来源:武汉岩土力学研究所

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