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The Formation Mechanism of Surface Landslide Disasters in the Mining Area under Different Slope Angles

机译:不同斜角下矿区表面滑坡灾害的形成机制

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Slope stability analysis is important for the safe mining of mineral resources. The collapse of goafs in loess gullies can lead to natural disasters such as surface landslides. In this context, this study analyzes monitoring data obtained from surface observation in the Shendong mining area of the Hanjiawan coal mine based on the geological conditions therein. The monitoring results show that the working face experiences a starting period, an active period, and a declining period, from the start of mining to the end of the working face. At the initial mining stage, there is no evident surface movement or deformation in the mining area. When the advance distance of the 12106 working face is between 13?m and 109?m, the surface movement and deformation vary significantly, and the maximum subsidence reaches 1963?mm, which is enough to cause landslides. We select the physical and mechanical parameters of the rock and soil in the mine and then simulate the formation mechanism of surface landslides under different slope angles of the mining area using FLAC3D software. Because of the collapse of the mined-out area, the overlying strata structure is destroyed, the subsidence basin is shifted to the center as a whole, and the slope mass is subjected to tensile and compression deformation, resulting in plastic damage, which develops downward along the crack and leads to a collapse because of the discontinuous movement and deformation of the surface; moreover, step-type ground fissures are produced. The results also show that when the slope angle is greater than 60°, the displacement of the slope mass is not uniform, and the rock stratum in a position with large displacement loses its support, leading to landslides; when the slope angle is less than 30°, the bedrock surface forms a sliding surface and develops to the surface, thus decreasing the possibility of landslides. Based on the stability analysis of the collapsed slope in the goaf of the loess gully, a scientific basis is provided for the effective prevention and control of geological disasters in the Shendong mining area.
机译:边坡稳定性分析对于矿产资源的安全开采是重要的。黄土沟壑中的脱落坍塌可能导致表面山体滑坡等自然灾害。在这种情况下,本研究分析了基于其中的地质条件的汉家煤矿神社矿区的表面观察中获得的监测数据。监测结果表明,工作面从开采到工作面的末端时经历起始时期,活动时期和下降期。在初始采矿阶段,矿区没有明显的表面运动或变形。当12106工作面的预先距离在13Ωm和109Ω之间时,表面移动和变形显着变化,并且最大沉降达到1963Ωmm,这足以引起山体滑坡。我们选择矿井中岩石和土壤的物理和机械参数,然后使用FLAC3D软件模拟矿区不同斜率角度下的表面山体滑坡的形成机制。由于挖出区域的崩溃,覆盖的地层结构被破坏,沉降盆地整体转向中心,并且斜率块受到拉伸和压缩变形,导致塑料损坏,从而向下发展沿着裂缝并导致坍塌,因为表面的不连续运动和变形;此外,生产阶梯式地面裂缝。结果还表明,当倾斜角大于60°时,斜率质量的位移不均匀,并且具有大位移的位置的岩石层失去其支撑,导致山体滑坡;当倾斜角度小于30°时,基岩表面形成滑动表面并发展到表面,从而降低山体滑坡的可能性。基于黄土沟壑的折叠坡度的稳定性分析,提供了一种科学基础,用于在Shendong采矿区的地质灾害的有效预防和控制。

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