铁道标准设计2017，Vol.61Issue(11)：56-60,5.DOI:10.13238/j.issn.1004-2954.2017.11.012
高地应力状态下硬质碎裂岩隧道变形机理研究
Deformation Mechanism of Hard Cataclastic Rock Tunnel under High Geostress
摘要
Abstract
The hard rock tunnel with high geostress may encounter rockburst and the soft rock tunnel with high geostress may suffer large deformation,which happen frequently in mountain tunnel construction.Many researches have been conducted and the large hard flash rock deformation in Guanshan tunnel construction is exceptionally a rare case.This paper intuitively expounds the features and mechanism of deformation and failure of the hard cataclastic surrounding rock mass based on the study of the geological environmental background,rock composition,rock mass structure and characteristics,in-situ stress in the tunnel area and on the theoretical analysis,which provides a basis for taking economic and reasonable support measures to control tunnel deformation.关键词
铁路隧道/硬质岩/碎裂/大变形Key words
Railway tunnel/Hard rock/Cataclastic/Large deformation分类
交通工程引用本文复制引用
陈秀义..高地应力状态下硬质碎裂岩隧道变形机理研究[J].铁道标准设计,2017,61(11):56-60,5.基金项目
关山隧道围岩变形破坏机理研究咨询服务(天平咨询35号) （天平咨询35号）
