摘要
针对某矿运输巷变形大、围岩松动范围广、持续变形剧烈、支护构件锈蚀破坏严重的工程难题,分析了巷道变形破坏特征及其影响因素,基于"耦合-让压"支护理论,提出了"锚网索+喷层+让压层+U型钢"联合支护方案,并采用FLAC3D软件对比分析了原支护与优化后支护方案的支护效果。
According to the engineering problem of complete deformation, the wide range of surrounding rock loosening,the large failure of severe corrosion of supporting member,and the intense persistent deformation of transporting roadway of a mine,it is analyzed that the deformation characteristics of roadway and its influencing factors,based on the coupling release-pressure support theory,were "anchor cable + spray -layer +pressure -release -layer +U -shaped steel" support technology,were comparative analysis the support effect of the original support scheme and the optimized support scheme by FLAC3D software.
出处
《煤炭技术》
CAS
2018年第3期59-61,共3页
Coal Technology
基金
国家自然科学基金重点项目(50834004)
关键词
软岩巷道
变形破坏特征
耦合-让压支护
soft rock roadway
deformation failure characteristics
coupling release-pressure support