隧道围岩位移的智能化反演研究  

Studies of Intelligence-Based Inverse for Displacement of Tunnel Surrounding Rock

作　　者：汤池[1] 刘娜[1] 

机构地区：[1]湖南交通工程职业技术学院,421001

出　　处：《中国科技信息》2008年第4期63-64,66,共3页China Science and Technology Information

摘　　要：在分析隧道工程特点及围岩位移反分析研究现状的基础上,分析了三种位移智能反演方法的原理、特点及其普遍存在的问题。隧道位移智能化反演对隧道围岩稳定性评价、信息化施工及岩石力学反问题研究具用重要意义。The principles,characteristica and ubiquitous existence problem of three intelligence-based inverse analysis methods are introduced based on the research of the features of tunnel engineering and the present situation of tunnel surrounding rock,displacement back analysis in this paper.The tunnel displacement intelligent back aralysis have important significance to tunnel surrourding rock＇s stability evaluation,information corstruction,and the study for back problem of rock mechanics.

关 键 词：隧道工程 围岩位移 智能化反演 稳定性 

分 类 号：U456.3[建筑科学—桥梁与隧道工程]