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“两硬”煤岩条件下的“软岩”现象与分析
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作者 程剑新 《煤矿现代化》 2008年第6期19-19,共1页
通过煤峪口矿11#层307盘区煤岩受工程力条件影响,存在顶板破碎、围岩片帮、机道漏顶等现象,说明"两硬"煤岩矿区在特定条件下存在"工程软岩"现象,并提出应采取的相应措施。
关键词 “两硬”煤 “软岩”现象 分析
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Deformation failure and countermeasures of deep tertiary extremely soft rock roadway in Liuhai coal mine 被引量:2
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作者 Yang Jun Wang Dong +1 位作者 Shi Haiyang Xu Huichen 《International Journal of Mining Science and Technology》 SCIE EI CSCD 2015年第2期231-236,共6页
In view of failure phenomena with nonlinear large deformation including extensive damage,whole section destruction in short time,high rate of repair,most destruction forms occurred in the tertiary roadway of soft rock... In view of failure phenomena with nonlinear large deformation including extensive damage,whole section destruction in short time,high rate of repair,most destruction forms occurred in the tertiary roadway of soft rocks engineering in Liuhai mine,according to the methods of geological survey,theoretical analysis,numerical calculation and in-situ test,the composite failure mechanism of molecular expansion,tectonic stress,gravity stress and engineering deviatoric stress,faults and random joint in this area is analyzed deeply,then an coupling support of double-layer-truss is proposed.The research results show that the first wave of deformation energy was released by bolt-mesh-cable fixed into the roof,floor and two sides of the roadway.While the second wave of deformation energy was released through the interface function between double-layer-truss and the surrounding rock.The double-layer-truss that characterized by high strength,good integrity can absorb high deformation energy of surrounding rocks,which led to the uniform distribution of the stress.Engineering practice shows this technology has been successfully applied to control the deformation failure of the tertiary extremely soft rock roadway. 展开更多
关键词 Tertiary soft rock Deformation mechanism Coupling effect Deep
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