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大冶铁矿浅孔留矿嗣后胶结充填挡墙设计 被引量:17
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作者 汪海萍 宋卫东 +1 位作者 张兴才 周家祥 《有色金属(矿山部分)》 2014年第5期14-18,26,共6页
充填挡墙是影响充填胶结效率的重要因素,也是确保矿山充填生产安全进行的先决条件。针对大冶铁矿狮子山井下-108m水平采用的浅孔留矿嗣后全尾砂胶结充填法,提出了采场-108m水平采场充填挡墙的具体实施方案,并对充填挡墙进行受力分析及... 充填挡墙是影响充填胶结效率的重要因素,也是确保矿山充填生产安全进行的先决条件。针对大冶铁矿狮子山井下-108m水平采用的浅孔留矿嗣后全尾砂胶结充填法,提出了采场-108m水平采场充填挡墙的具体实施方案,并对充填挡墙进行受力分析及力学参数计算,得出合适的挡墙厚度,并对充填挡墙进行排水设计。研究结果不仅有效地解决了-108m水平开采的技术难点,同时也为其它金属矿山采用胶结充填法提供了一定的参考。 展开更多
关键词 充填挡墙 胶结效率 厚度 排水设计
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Effect of treatment process on consolidation efficiency of fugitive dust cemented by bio-activated cementitious material based on CO2 capture
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作者 ZHAN QiWei QIAN ChunXiang 《Science China(Technological Sciences)》 SCIE EI CAS CSCD 2016年第8期1194-1200,共7页
As a new green and environmental material, bio-activated cementitious material is attracting extensive attention. This study confirmed that the bio-activated cementitious material could mineralize and cement fugitive ... As a new green and environmental material, bio-activated cementitious material is attracting extensive attention. This study confirmed that the bio-activated cementitious material could mineralize and cement fugitive dust into the cal- cite-consolidation-layer based on CO2 capture and utilization. The results illustrated that treatment processes (non-pressure spraying, pressure spraying, non-pressure blending and pressure blending) had a strong effect on the microstructure and prop- erties of calcite-consolidation-layer. According to the analysis of X-ray diffraction (XRD) and Fourier transform infrared (FTIR), calcite was prepared by bio-activated cementitious material during the cementation process. Meanwhile, scanning electron microscopy (SEM) and thermogravimetric-differenfial scanning calorimetry (TG-DSC) were adopted to measure the corresponding variation of porous characteristics and calcite content caused by different treatment processes. The results indi- cated that the microstructure of calcite-consolidation-layer from the spraying process had lower porosity and higher content of calcite than from blending processes. In addition, the mechanical properties of calcite-consolidation-layer were also tested. The hardness and compressive strength, which reached 19.5 GPa and 0.6 MPa, respectively, of calcite-consolidation-layer from the pressure spraying process were higher than those from the other three treatment processes. Compared with the non-treatment process, the four treatment processes had superior wind erosion resistance. Under the wind speed of 12 m/s, the mass loss of calcite-consolidation-layer from the pressure spraying process decreased from 2150.2 to 23.8 g/(m^2 h). 展开更多
关键词 bio-activated cementitious material treatment process MINERALIZATION CEMENTATION fugitive dust
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