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| 1 | 管索组合结构及其力学性能研究显示文摘为防止在巷道围岩中锚索发生剪切破断,进一步提高锚索的抗剪强度,自主研发的管索组合结构能更好地提高围岩的抗剪强度及稳定性,该结构主要由C型钢管和锚索组成。在详细介绍了管索组合结构支护结构的基础上,为了更好地研究管索组合结构的力学性能,利用自主研发的新型管索拉剪试验系统分别对不同类型、不同预应力、不同索径的管索组合结构及纯锚索进行了室内力学特性试验,分别从受力-剪切位移曲线特征、支护构件类型影响和支护结构破断模式等方面对比分析了试验结果。结果表明,管索组合结构在剪切过程中经历孔壁岩石自由变形、孔壁岩石压缩C型管、C型管握裹锚索共同变形3个阶段;管索组合结构的剪切破断形式表现为拉伸破断和拉剪复合破断,其峰值剪力与预紧力呈负相关,且与纯锚索相比,管索组合结构的剪切塑性铰的轴向距离较大,管索组合结构的最大剪力、最大轴力以及整体结构变形能力均得到提高,提升率分别达到26.8%、3.5%和7.0%以上。试验结果表明,采用管索组合结构可以有效提高结构面的整体抗剪能力。当围岩发生变形破坏时,锚索与C型钢管的组合结构不仅可以增加整个支护系统的抗剪强度,而且可以同时提高锚索的抗拔能力,从而实现锚索+C型钢管1+1>2的支护效果,在巷道周围组成有效的围岩承载圈,实现巷道围岩的稳定。 | 单仁亮 仝潇 黄鹏程 原鸿鹄 鲍永生 刘楠 | 2022 | 岩土力学2022，43，3： | 8 |
| 2 | Freezing on demand: A new concept for mine safety and energy savings in wet underground mines显示文摘The artificial ground freezing(AGF)systems are designed to operate continuously for an extended period of time to control the groundwater seepage and to strengthen the groundwater structure surrounding excavation areas.This mode of operation requires a massive amount of energy to sustain the thickness of the frozen body.Therefore,it is of great interest to propose new concepts to reduce energy consumption while providing sufficient structural stability and safe operation.This paper discusses the principle of the freezing on demand(FoD)by means of experiment and mathematical model.A lab-scale rig that mimics the AGF process is conceived and developed.The setup is equipped with more than 80 thermocouples,flow-meters,and advanced instrumentation system to analyze the performance of the AGF process under the FoD concept.A mathematical model has been derived,validated,and utilized to simulate the transient FoD concept.The results suggest that the overall energy saving notably depends on the coolant’s temperature;the energy saving increases while decreasing the coolant inlet temperature.Moreover,applying the FoD concept in an AGF system leads to a significant drop in energy consumption. | Mahmoud A.Alzoubi Ahmad Zueter Aurelien Nie-Rouquette Agus P.Sasmito | 2019 | International Journal of Mining Science and Technology2019，29，4： | 3 |
| 3 | Numerical assessment of the influence of former mining activities and plasticity of rock mass on deformations of terrain surface显示文摘This paper presents the results of numerical simulations carried out to confirm the influence of former mining activities on deformation of the mining terrain.The assessment of deformation changes was carried out with the use of FLAC3 D program based on the finite difference method.Numerical calculations were carried out for the example of actual mining operations in seams 703/1-2 and 707/2 of‘‘Marcel'Coal Mine.Taking into account the influence of the model’s plastic features and the so-called activation of a higher occurring seam in conducted simulations enabled obtaining a very good description of the measured subsidence.Based on the results one may state that numerical model can be used to assess the influence of former mining activities and the direction of conducted exploitation on deformations of the mining terrain.These factors are not recognized by geometric-integral theories commonly used for predicting the influence of mining operations on the surface.The results presented in this paper confirm that the applied method of simulating the phenomenon of reactivation of post-mining goafs is correct. | PawełSikora Marek Wesołowski | 2021 | International Journal of Mining Science and Technology2021，31，2： | 2 |
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