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In situ measurements for geomechanical design of cemented paste backfill systems

机译:水泥浆回填系统地质力学设计的原位测量

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Cemented paste backfill (CPB) has been an important contributing factor to enhanced economic and environmental sustainability of many bulk mining operations, primarily because of its rapid rate of delivery (as compared to other forms of backfilling) and the fact that tailings are recycled as backfill, thereby reducing the volumes of both solids and water that would otherwise be directed to a managed tailings facility. However, the physical properties of CPB are significantly different from other forms of backfill, notably hydraulic fill and cemented rock fill, and there remains significant opportunity to optimize the geomechanical design of paste backfill systems for underground mining. Particular attention must be paid to the paste's ability to retain water through matric suction, and this phenomenon is typically enhanced by the hydration of binder within cemented pastes. These suctions can significantly enhance the paste's strength and liquefaction resistance, which has important implications for the design of fill barricades, the use of fill plugs to protect barricades, the rate of fill over top of the plug, and the time to resumed production blasting in proximity to a recently filled stope. To obtain better information regarding the behaviour of CPB in situ, a new instrument cluster is proposed. The cluster uses multiple total stress cells with a tiltmeter to verify the ultimate orientations of these cells, piezometers for total pressure and heat dissipation sensors for matric suction, a thermistor for temperature measurement, an electromagnetic probe for determination of conductivity and dielectric permittivity (which give information about the stage of hydration and the bulk properties of the paste), and dynamic transducers for pore pressure measurement and for acceleration. All of the instruments are attached in a cage (see figure) and the paste can readily flow through this cage and around each of the transducers. The small size of the cluster (less than 1 m~3) allows information to be collected within a relatively homogeneous portion of the fill mass.
机译:水泥浆回填(CPB)已成为许多散装采矿业务提高经济和环境可持续性的重要因素,主要是因为其交付速度快(与其他形式的回填相比)以及尾矿可作为回填进行回收的事实,从而减少了固体和水的体积,否则这些固体和水将被引导至可管理的尾矿设施。然而,CPB的物理性质与其他形式的回填(尤其是水力充填和胶结岩填土)存在显着差异,并且仍然存在大量机会来优化用于地下采矿的浆体回填系统的地质力学设计。必须特别注意糊剂通过基质抽吸保持水的能力,并且这种现象通常通过胶结糊剂中粘合剂的水合作用而增强。这些吸力可显着提高浆料的强度和抗液化性,这对填充路障的设计,使用填充塞保护路障,填充塞顶部的填充率以及恢复生产爆破的时间具有重要意义。靠近最近填充的采场。为了获得有关CPB现场性能的更好信息,提出了一个新的仪表组。该集群使用带有倾斜仪的多个总应力单元来验证这些单元的最终方向,用于总压力的压力计和用于矩阵抽吸的散热传感器,用于温度测量的热敏电阻,用于确定电导率和介电常数的电磁探头有关水合阶段和糊料体积特性的信息),以及用于孔隙压力测量和加速的动态传感器。所有的仪器都装在一个笼子里(见图),糊剂可以很容易地流过这个笼子,并围绕每个换能器。簇的小尺寸(小于1 m〜3)允许在填充质量相对均匀的部分内收集信息。

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