Effects of incompetent surrounding rock mechanical parameters on tunnel displacement

被引：0
|
作者：
Han, Guiwu [1 ]
Li, Xiaojun [1 ]
Wang, Liun [1 ]
机构：
[1] NE Univ, Sch Resources & Civil Engn, Shenyang 110004, Peoples R China
来源：
Progress in Mining Science and Safety Technology, Pts A and B | 2007年
关键词：
displacement of surrounding rock; mechanical parameters; orthogonal test; incompetent surrounding rock; numerical simulation;
D O I：
暂无
中图分类号：
TD [矿业工程];
学科分类号：
0819 ;
摘要：
Based on the rule of Drucker-Prager, this paper sets up orthogonal test, taking incompetent surrounding rock's mechanical parameters as predisposing causes and analyzes the change of displacement field of tunnel. It takes the value of key point's 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 rock's parameters being taken in then output being relatively accurate tunnel displacement field.
引用
收藏
页码：2736 / 2742
页数：7
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