Guo Wenbing, Yang Weiqiang, Ge Zhibo, Wang Bibi, Li Longxiang
School of Energy Science and Engineering, Henan Polytechnic University, Jiaozuo, 454000, China.
Collaborative Innovation Center of Coal Work Safety and Clean High Efficiency Utilization, Jiaozuo, 454000, China.
Sci Rep. 2025 Jul 10;15(1):24833. doi: 10.1038/s41598-025-10480-6.
This study investigates overburden deformation and surface subsidence mechanisms in fully mechanized top-coal caving (FMTC) mining of "three-soft" (soft coal seam, soft roof, and soft floor) thick coal seams through physical similarity modeling, addressing aquifer disruption and intense surface responses. The experimental results were validated through field monitoring data, achieving a maximum subsidence discrepancy of 2.9%, which confirmed the model's reliability. Key findings include: compaction of the mining-induced overburden exhibited distinct stratigraphic heterogeneity, with lower strata exhibited greater fragmentation-induced expansion with bulking coefficients of 1.039, contrasting with upper strata coefficients of 1.003-1.008. However, the high compressibility and low strength of lower soft strata reduced the bulking coefficient compared to conventional geological conditions. Overburden fracture patterns evolved progressively from "simply supported beam" structures during initial failure to "cantilever beam" configurations during periodic weighting. While macroscopic deformation aligned with classical theories, the combined effects of the large 11.3 m mining height and high compressibility in lower soft strata destabilized the overburden structure, accelerating upper strata failure. This increased the water-conducting fracture zone height-to-seam ratio to 12.33, representing a 48.7% enhancement compared to the regional average of 8.29 under similar weak overburden conditions; Surface subsidence basins arose from underground goaf volume expansion driven by high mining height and soft rock compressibility, culminating in a maximum subsidence factor of 0.956, exceeding the empirical value of 0.85 for thick-seam mining by 12.5%. This study elucidates the overburden-surface interaction mechanisms in FMTC mining under "three-soft" conditions, offering actionable theoretical insights for subsidence hazard mitigation.
本研究通过物理相似模拟,调查了“三软”(软煤层、软顶板和软底板)厚煤层综放开采过程中的覆岩变形及地表沉陷机制,研究了含水层破坏及强烈的地表响应。通过现场监测数据验证了实验结果,最大沉降差异为2.9%,证实了模型的可靠性。主要研究结果包括:采动覆岩压实表现出明显的地层非均质性,下部地层因破碎产生的膨胀更大,松散系数为1.039,而上部地层的松散系数为1.003 - 1.008。然而,下部软地层的高压缩性和低强度使得松散系数比传统地质条件下有所降低。覆岩断裂模式从初次垮落时的“简支梁”结构逐渐演变为周期来压时的“悬臂梁”结构。虽然宏观变形符合经典理论,但11.3 m的大采高和下部软地层的高压缩性共同作用,使覆岩结构失稳,加速了上部地层的破坏。这使得导水裂隙带高度与煤层采高之比增至12.33,与类似软弱覆岩条件下区域平均的8.29相比提高了48.7%;地表沉陷盆地是由高采高和软岩压缩性导致的地下采空区体积膨胀引起的,最大下沉系数达到0.956,比厚煤层开采经验值0.85超出了12.5%。本研究阐明了“三软”条件下综放开采过程中的覆岩 - 地表相互作用机制,为减轻沉陷灾害提供了可操作的理论见解。