Large scale testing of surface support

R. Brändle, R. Fonseca, T. Hangartner
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Abstract

Ground support for dynamic conditions must be able to withstand the associated loads and deformations and the support scheme must work as a system. In order to prove the suitability of such support systems with high-tensile steel mesh and bolts, and also to analyse their bearing behaviour, a large-scale test setup was commissioned in Walenstadt, Switzerland. On this test rig, it was possible to apply large energies on variable ground support schemes with variable bolt patterns and meshes with a total support area of 3.6 m x 3.6 m. The test site is instrumented by load cells, high-speed video analysis and accelerometers. In this paper the analysis of the load cells, the accelerometers and the high-speed video cameras is given, and results are discussed. It could be shown that a combination of high-tensile steel mesh with a specific bolt pattern can result in high energy capacity surface support. Distribution of the impact loads during the stoping process to the different elements of the bearing support system depends on the strength and flexibility of the mesh and the bolts resistance and his pattern.
地面支架的大规模试验
动态条件下的地面支护必须能够承受相应的荷载和变形,支护方案必须是一个系统。为了证明这种具有高强度钢网和螺栓的支撑系统的适用性,并分析其承载性能,在瑞士瓦伦施塔特委托进行了大规模试验。在这个试验台上,有可能将大能量应用于具有可变螺栓模式和网格的可变地面支撑方案,总支撑面积为3.6 m x 3.6 m。测试现场配备了称重传感器、高速视频分析和加速度计。本文对传感器、加速度计和高速摄像机进行了分析,并对分析结果进行了讨论。结果表明,高强钢网与特定锚杆模式的组合可以获得高能量容量的表面支撑。回采过程中冲击载荷在支承支承系统各构件上的分布取决于网孔的强度和柔韧性以及锚杆的阻力及其形态。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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