Liu Yaming, Gu Tianfeng, Wang Yanchao, Xiong Wei, Yang Xuanyu
Shanxi Province Transportation Technology Research and Development Co., Ltd., Taiyuan, 030032, Shanxi, People's Republic of China.
Shanxi Highway Safety Transportation Technology Co., Ltd., Taiyuan, 030800, Shanxi, People's Republic of China.
Sci Rep. 2024 Jan 10;14(1):1006. doi: 10.1038/s41598-023-50996-3.
Under the condition of small roof deformation before the occurrence of fractures and collapse in room and pillar mined-out areas caused by coal pillar instability, the surface deformation may be large, which threatens the safety of ground structures. Interferometric synthetic aperture radar, geophysical exploration, geotechnical exploration and physical simulation tests were conducted to analyse the deformation and development mechanism of the overlying strata in the mined-out area in this case. The results show that in terms of surface deformation, the surface deformation caused by coal pillar instability in the room and pillar mined-out area exhibits the slow deformation stage, uniform deformation stage and accelerated deformation stage. In terms of deformation of overlying strata, after the completion of room and pillar mining, a strip-shaped deformation area and trapezoidal deformation area are developed in the overlying rock. With the occurrence of coal pillar instability, a trapezoidal deformation area and inverted funnel-shaped deformation area are developed in the overlying rock. The deformation characteristics of unconsolidated formations transition from trapezoidal deformation after room and pillar mining to funnel-shaped deformation due to coal pillar instability. Moreover, the maximum surface deformation point is located at the centre of the funnel. In terms of spatial morphology of mined-out area deformation, the maximum surface deformation point corresponds to the position of the initial coal pillar instability and the crack in the mined-out area roof along the vertical direction. The mined-out area treatment method can be optimized based on the deformation characteristics of the overlying strata in the room and pillar mined-out area under the condition of coal pillar instability.
在房柱式采空区煤柱失稳导致采空区发生裂隙和冒落之前顶板变形较小的情况下,地表变形可能较大,这对地面结构安全构成威胁。开展了干涉合成孔径雷达、地球物理勘探、岩土工程勘探和物理模拟试验,以分析该情况下采空区上覆岩层的变形及发育机制。结果表明,在地表变形方面,房柱式采空区煤柱失稳引起的地表变形呈现缓慢变形阶段、均匀变形阶段和加速变形阶段。在上覆岩层变形方面,房柱式开采结束后,上覆岩层中发育出条带状变形区和梯形变形区。随着煤柱失稳的发生,上覆岩层中发育出梯形变形区和倒漏斗形变形区。松散地层的变形特征从房柱式开采后的梯形变形转变为因煤柱失稳导致的漏斗形变形。而且,地表最大变形点位于漏斗中心。在采空区变形的空间形态方面,地表最大变形点对应初始煤柱失稳位置以及采空区顶板沿垂直方向的裂隙位置。基于煤柱失稳条件下房柱式采空区上覆岩层的变形特征,可以优化采空区治理方法。