Coal mining beneath rivers in thick collapsible loess areas involves prominent risks of surface subsidence, riverbed damage, and water inrush, which threaten both mining safety and land–water ecological stability. Taking the Dan River Coal Mine in Shanxi Province, China, as a case area, this study establishes a systematic safety assessment and adaptive remediation framework for longwall mining under complex geological conditions involving collapse columns, dynamic river hydrology, and collapsible loess. A multi-method analytical approach integrating theoretical calculation, 3DEC numerical simulation, and engineering analogy is used to determine the development height of water-conducting fracture zones and the stability of collapse columns. On this basis, a 55 m wide waterproof coal–rock pillar is designed, and the secondary open-off cut is optimized. Surface deformation monitoring shows a maximum surface subsidence of 3.9 m and reveals key movement angles specific to thick collapsible strata. These results support the formulation of adaptive mining control strategies and integrated river protection measures, including composite geomembrane anti-seepage, gabion reinforcement, and overburden grouting for subsidence mitigation. The integrated technical system of pre-mining evaluation, dynamic process control, and post-mining remediation effectively protects river integrity, controls land deformation, and reduces environmental impacts. This study provides a replicable model for safe coal resource extraction, subsidence management, and land–water environmental protection in similar mining areas under rivers and thick collapsible loess conditions.
Wang et al. (Tue,) studied this question.