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Rockburst characteristics and numerical simulation based on a strain energy density index: A case study of a roadway in Linglong gold mine, China

机译:基于应变能密度指数的岩爆特征及数值模拟-以玲珑金矿巷道为例

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摘要

With an increase in mining depth, rockburst is becoming an important problem in roadways of Linglong gold mine, where the overburden is up to 1000 m. Field observations indicate that rock failures are often triggered by blasting at the adjacent workface. In order to understand the rockburst mechanism, numerical investigation associated with an energy index, strain energy density (SED), is conducted to simulate the energy accumulation and dissipation characteristics of the failure process. The results show that rock failure follows different mechanisms under dynamic loading as a result of unloading and loading zones generated around the cavity. Numerical modelling demonstrates that strain burst occurs at the corner and the floor with the release of massive energy, while dynamic spalling occurs at the lower sidewall due to the reflected tensile stress wave at the free surface. The failure types and damage extend from simulated results agree well with field observations. The findings presented in this study will contribute to effective support design strategies in deep underground openings.
机译:随着开采深度的增加,岩隆已成为玲珑金矿巷道的重要问题,岭隆金矿的覆盖层高达1000 m。现场观察表明,岩石破裂通常是由相邻工作面的爆破引起的。为了理解岩爆机理,进行了与能量指数,应变能密度(SED)相关的数值研究,以模拟破坏过程的能量累积和耗散特性。结果表明,由于在空洞周围产生的卸载区域和加载区域,岩石在动态载荷作用下遵循不同的机理。数值模型表明,应变破裂发生在拐角处和地板上,释放大量能量,而动态剥落发生在自由侧壁上,这是由于自由表面反射的拉伸应力波引起的。从模拟结果得出的失效类型和破坏与现场观察非常吻合。这项研究中提出的发现将有助于深部地下洞口的有效支护设计策略。

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