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Research on Geostatic Stress and Optimization of Bolt Support for Tilted Strata Roadway

机译:倾斜地层巷道螺栓支护地质应力与优化研究

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In order to tunnel safely, efficiently and economically, we carried out the study on geostatic stress characters and optimizing bolting support parameters in 2# coalbed of Zijin Colliery. Based on the surveys of geological conditions, original rock stress, broken rock zone measurement and analysis of roadway deformation, characters and mechanism of roadway failure is figured out. According to existent problems, normal support theories were used and a variety of numerical computations were carried out by FLAC~(3D). New support methods of bolt installed vertically in tilted roof and strengthen support of sidewalls and corners of roadway were figured out. Monitoring of convergence meters and roof separation were followed to know effects of new design timely. The research was carried out for 600 meters The monitoring results proved that the optimized support design was viable and the new bolting parameters were reasonable.
机译:为了安全,有效地和经济地隧道,我们对地静压应力人物进行了研究,并在紫金煤炭2#煤层中优化螺栓螺栓支护参数。基于地质条件的调查,原始岩石应力,破碎的岩石区测量和道路变形分析,探讨了道路故障的特征和机制。根据存在的问题,使用了正常的支持理论,并通过FLAC〜(3D)进行各种数值计算。垂直安装在倾斜屋顶上的螺栓的新支撑方法,加强侧壁和巷道角落的支持。遵循监测收敛仪和屋顶分离,以及时了解新设计的影响。该研究进行了600米,监测结果证明优化的支持设计是可行的,新的螺栓参数是合理的。

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