节点文献
圆形洞室围岩与结构相互作用的粘弹性解析
VISCO-ELASTICAL ANALYSIS ON INTERACTION BETWEEN SUPPOTING STRUCTURE AND SURROUNDING ROCKS OF CIRCLE TUNNEL
【摘要】 将释放荷载看作时间函数,用解析方法分析推演了圆形隧洞围岩与支护结构之间相互作用的时效规律,更好地反映了工作面空间效应的影响,对合理设计永久性支护结构具有指导意义。
【Abstract】 Regarding released load as the function of time,the interaction between supporting structure and surrounding rocks of circle tunnel with time is deduced through analytic method. The study result of this paper is significant for designing permanent of supporting structure to reflect the spacial effect of working face.
【关键词】 地下洞室;
围岩;
支护结构;
粘弹性解析;
【Key words】 underground tunnel; surrounding rocks; supporting structure; visco-elastical analysis;
【Key words】 underground tunnel; surrounding rocks; supporting structure; visco-elastical analysis;
- 【文献出处】 岩石力学与工程学报 ,Chinese Journal of Rock Mechanics and Engineering , 编辑部邮箱 ,2004年04期
- 【分类号】TU457
- 【被引频次】141
- 【下载频次】1097