中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Calculation of Underground tunnels' Safety Factor Based on the Strength Reduction Technique

文献类型:会议论文

作者Shi, Cunpeng; Feng, Xiating; Jiang, Quan
出版日期2012
会议日期OCT 20-21, 2012
会议地点China Three Gorges Univ, Yichang, PEOPLES R CHINA
关键词Rock mechanics Underground tunnels Safety factor Strength reduction theory
卷号594-597
DOI10.4028/www.scientific.net/AMR.594-597.1206
页码1206-1209
英文摘要The safety of underground tunnels is a key problem of large substructure engineering during excavation and design. A new method to calculate the general safety factor of underground multi-tunnel is put forwarded based on the strength reduction theory. By the way of reducing rock material strength parameters (cohesion strength C and friction angle phi) step by step, the general safety of tunnels is got when the calculated result of excavation simulation shows that the equivalent plastic strain of rock wall becomes connection exactly. Engineering application indicates that the method of underground tunnels strength reduction is very useful for analysis quantitatively the general stability of tunnels and design of substructure.
源文献作者Wang, LH ; Xu, G
会议录ADVANCES IN INDUSTRIAL AND CIVIL ENGINEERING, PTS 1-4
会议录出版者TRANS TECH PUBLICATIONS LTD
会议录出版地STAFA-ZURICH
语种英语
WOS研究方向Engineering
WOS记录号WOS:000319084400237
源URL[http://119.78.100.198/handle/2S6PX9GI/4707]  
专题岩土力学所知识全产出_会议论文
国家重点实验室知识产出_会议论文
作者单位Chinese Acad Sci, State Key Lab Geomech & Geotech Engn, Inst Rock & Soil Mech
推荐引用方式
GB/T 7714
Shi, Cunpeng,Feng, Xiating,Jiang, Quan. Calculation of Underground tunnels' Safety Factor Based on the Strength Reduction Technique[C]. 见:. China Three Gorges Univ, Yichang, PEOPLES R CHINA. OCT 20-21, 2012.

入库方式: OAI收割

来源:武汉岩土力学研究所

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