Stability analysis of inclined bauxite pillar under goaf of coal seam considering principal stress rotation
Wang Liu , Yu-gui Yang , Yong Chen , Bing-xiang Huang , Cheng-zheng Cai , Run-peng Shang , Chao Qiu
Journal of Central South University ›› 2025, Vol. 32 ›› Issue (11) : 4340 -4360.
Stability analysis of inclined bauxite pillar under goaf of coal seam considering principal stress rotation
The “upper coal and lower bauxite” resource distribution pattern is widespread in China, where mining of the overlying coal seam significantly alters the stress environment of the underlying bauxite layer. This study investigates the stability of inclined bauxite pillars under the influence of stress redistribution caused by coal seam extraction. A theoretical model is developed to calculate the direction and magnitude of principal stresses in the inclined floor strata, and a pillar stability analysis model is established that considers the effect of principal stress rotation. The research employs a combination of theoretical analysis, physical modeling, numerical simulation, and field observation. Findings indicate that stress rotation is most pronounced at both ends of the coal seam goaf, with the maximum clockwise and counterclockwise rotation angles of 19° and −40°, respectively, observed in the bauxite layer. Inclined bauxite pillars are subjected to combined compressive and shear loading. Under such conditions, clockwise rotation of principal stress increases the shear-to-normal stress ratio, thereby reducing pillar stability. Pillars located beneath the coal wall are the first to fail due to stress concentration and principal stress rotation, which can trigger a cascade of instability among the adjacent pillars. The findings provide a theoretical basis and practical guidance for ensuring the safe co-mining of coal seams and bauxite resources.
principal stress rotation / theoretical model / inclined bauxite pillar / stability analysis / floor stress distribution
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Central South University
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