A New Method of Searching Underground Caverns' Safety Factor
Jiang, Quan1; Xiang, Tianbing1; Su, Guoshao2
2009
会议日期APR 24-26, 2009
会议地点Sanya, PEOPLES R CHINA
DOI10.1109/CSO.2009.248
页码219
英文摘要In order to evaluate the safety margin of large substructure engineering during excavation and design, a new method to calculate the general safety factor of underground multi-cavern is put forward based on the strength reduction theory. The method consists of three techniques: (1) the connection of the equivalent plastic strain is taken as the critical instability criterion of caverns; (2) The way of loop search of safety factor is carried out by reducing strength parameters of material step by step; (3) The numerical constitutive model is elastic- perfectly plastic model with Mohr-Coulomb yield rule. Application in the Laxiwa hydropower station, the largest underground caverns in Yellow River valley, indicates that the method is very useful for analyzing the general stability of caverns and designing of underground engineering quantitatively.
会议录INTERNATIONAL JOINT CONFERENCE ON COMPUTATIONAL SCIENCES AND OPTIMIZATION, VOL 1, PROCEEDINGS
会议录出版者IEEE COMPUTER SOC
会议录出版地LOS ALAMITOS
语种英语
WOS研究方向Computer Science ; Operations Research & Management Science
WOS记录号WOS:000273548200049
内容类型会议论文
源URL[http://119.78.100.198/handle/2S6PX9GI/4533]  
专题岩土力学所知识全产出_会议论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech ;
2.Guangxi Univ, Dept Civil Engn
推荐引用方式
GB/T 7714
Jiang, Quan,Xiang, Tianbing,Su, Guoshao. A New Method of Searching Underground Caverns' Safety Factor[C]. 见:. Sanya, PEOPLES R CHINA. APR 24-26, 2009.
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