某大型露天矿开挖卸荷诱发高陡边坡三维力学响应的数值模拟研究

    Numerical simulation study on the three-dimensional mechanical response of high and steep slopes induced by excavation unloading in a large open-pit mine

    • 摘要: 某石灰岩山坡露天矿向下采剥深度深,终了开采形成的采场岩质边坡高度达195 m,最终边坡角为49º,属于典型的高陡边坡,该高陡边坡的稳定性直接关系到矿山的正常运营,因此,为了研究该露天矿高陡边坡稳定性的三维力学响应,通过现场工程地质调查,深入分析了工勘地质报告,进行了赤平极射投影和岩体质量定性评价分析;继而建立露天矿三维边坡数值计算模型,结合力学试验测试结果,运用FLAC3D数值分析软件进行数值模拟计算,再现了边坡力学响应变形演化过程。边坡开挖卸荷影响诱发的三维力学响应模拟计算结果表明:该露天矿终了境界边坡处于稳定状态,安全系数满足规范安全等级的要求;坡脚区域产生了一定程度的应力集中,所承受的最大压应力为1.5~2.0 MPa之间;边坡出现拉应力值很小,未超过灰岩岩体的抗拉强度值,不会发生拉伸破坏;终了边坡内未出现从坡脚贯穿至坡顶的塑性破坏滑动面,边坡最大下沉位移值为4 cm,位于边坡顶部中部区域,数值非常小,对边坡的稳定性基本无影响。通过以上研究论证,说明该采场边坡结构参数具有一定的合理性和安全性,边坡整体安全稳定有保障,为该露天矿的后续安全开采提供指导依据。

       

      Abstract: A limestone hillside open-pit mine has a deep downward mining and stripping depth, and the stope rock slope formed at the end of mining has a height of 195 m, with a final slope angle of 49º, which belongs to a typical high and steep slope. The stability of this high and steep slope is directly related to the normal operation of the mine. Therefore, in order to study the stability of the high and steep slope of the open-pit mine, the geological data of slope engineering exploration and the test results of rock mechanics are deeply analyzed. Combined with field investigations, stereographic projection and qualitative evaluation analysis of rock mass quality are carried out. At the same time, a three-dimensional numerical calculation model of the open-pit mine slope is established. The FLAC3D numerical analysis software is used for numerical simulation calculation to reproduce the slope failure evolution process. The numerical simulation results show that the slope at the final boundary of the open-pit mine is in a stable state, and the safety factor meets the requirements of the specification safety level; a certain degree of stress concentration occurs in the slope toe area, and the maximum compressive stress it bears is between 1.5 MPa and 2 MPa; the tensile stress value on the slope is very small and does not exceed the tensile strength value of limestone rock mass, and the slope rock mass will not undergo tensile failure; there is no plastic failure sliding surface penetrating from the slope toe to the slope top in the final slope. The maximum subsidence displacement value of the slope is 4 cm, which is located in the middle area at the top of the slope. The value is very small and has basically no impact on the stability of the slope. Through the above research and demonstration, it shows that the structural parameters of the slope in the mining area have certain rationality and safety, and the overall safety and stability of the slope are guaranteed, which provides guidance basis for the safe mining of the open-pit mine in the future.

       

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