会议专题

Effects of Incompetent Surrounding Rock Mechanical Parameters on Tunnel Displacement

Based on the rule of Drucker-Prager, this paper sets up orthogonal test, taking incompetent surrounding rocks mechanical parameters as predisposing causes and analyzes the change of displacement field of tunnel. It takes the value of key points displacement as target to compare and study such mechanical parameters contribution degree. At last neural net math model is built to describe nonlinear relationship, appropriate surrounding rocks parameters being taken in then output being relatively accurate tunnel displacement field.

displacement of surrounding rock mechanical parameters orthogonal test incompetent surrounding rock numerical simulation

HAN Guiwu Li Xiaojun WANG Liun

School of Resources & Civil Engineering, Northeastern University, Shenyang 110004, China Graduate Section, Henan Polytechnic University, Jiaozuo 454000, China Communication Research Agency in Ningxia, Yinchuan 7500000, China

国际会议

The 2007 International Symposium on Safety Science and Technology(2007采矿科学与安全技术国际学术会议)

河南焦作

英文

2736-2742

2007-04-17(万方平台首次上网日期,不代表论文的发表时间)