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Optimal Design of Stope Structure Parameters for High In-situ Stress Stratified Orebodies in Sishanling Iron Mine
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Song CUI1, Ankang XING2, Xiaonan WANG1, Ziqiang ZENG2, Yong DING1, Boyang SU1, Yudong MA1, Xin WANG2
Mining Research and Development | 2026, 46(3) : 1 - 13
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Mining Research and Development | 2026, 46(3): 1-13
Optimal Design of Stope Structure Parameters for High In-situ Stress Stratified Orebodies in Sishanling Iron Mine
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Song CUI1, Ankang XING2, Xiaonan WANG1, Ziqiang ZENG2, Yong DING1, Boyang SU1, Yudong MA1, Xin WANG2
Affiliations
  • 1.Benxi Longxin Mining Co., Ltd., Benxi, Liaoning 117013, China
  • 2.State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Shenyang, Liaoning 110819, China
Published: 2026-03-25
Outline
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To address the stability challenges of stopes under high in-situ stress and complex geological conditions in deep mining operations, based on the engineering background of Sishanling Iron Mine, a "theoretical-empirical-numerical" collaborative optimization method for the stope structure parameters was established. Firstly, using the Mathews stability graphical method, the exposed area of the stope and the safety range of the pillars were initially screened based on the correction value of the Q system and the shape factor. Secondly, through engineering analogy analysis of the experience of similar stopes in both domestic and foreign regions, the reasonable exposed area of the roof and the geometric parameters of the stope were determined. Finally, a three-dimensional discrete element numerical simulation was employed to construct the mining excavation model. The stress, displacement, volume of the plastic zone, and the number of tensile fractures for the three different mining structure parameter schemes were quantitatively evaluated to determine the optimal scheme. The results show that the optimal parameters for the mining room are 80 m (length)×20 m (width)×60 m (height). The roof settlement (1.76 cm) and sidewall displacement (4.46 cm) of this scheme are both below the safety threshold, and the volume of the plastic zone (23 543 m3) and the number of tension fractures (2 157) are significantly better than those of other schemes. After the stope excavation, the roof of the working face mainly undergoes tensile failure, while the side walls exhibit a mixed failure mode of tension and shear. This stress redistribution characteristic provides a quantitative basis for the design of support structures and disaster prevention. The multi-method collaborative optimization system provides a scientific basis for the design of stope structure parameters, and has significant engineering reference value for deep well mines with a depth of several kilometers.

Deep mining  /  Optimization of stope structure parameter  /  High in-situ stress  /  Stratified orebody  /  Mathews stability graphical method  /  Discrete element simulation
崔松, 幸安康, 王晓南, 曾子强, 丁勇, 苏伯阳, 马宇东, 汪昕. 思山岭铁矿高地应力层状矿体采场结构参数优化设计. 矿业研究与开发, 2026 , 46 (3) : 1 -13 .
Song CUI, Ankang XING, Xiaonan WANG, Ziqiang ZENG, Yong DING, Boyang SU, Yudong MA, Xin WANG. Optimal Design of Stope Structure Parameters for High In-situ Stress Stratified Orebodies in Sishanling Iron Mine[J]. Mining Research and Development, 2026 , 46 (3) : 1 -13 .
Year 2026 volume 46 Issue 3
37
12
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  • Receive Date:2025-04-08
  • Online Date:2026-10-29
  • Published:2026-03-25
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  • Received:2025-04-08
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Affiliations
    1.Benxi Longxin Mining Co., Ltd., Benxi, Liaoning 117013, China
    2.State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Shenyang, Liaoning 110819, China
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表12种不同金属材料的力学参数
科
Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)
属
Genus
种数
Number of
species
占总种数比例
Percentage of total
species (%)
鹅膏菌科Amanitaceae 2 11 5.26 鹅膏菌属 Amanita 10 4.78
小菇科 Mycenaceae 2 12 5.74 丝盖伞属 Inocybe 5 2.39
多孔菌科 Polyporaceae 8 14 6.70 蜡蘑属 Laccaria 5 2.39
红菇科 Russulaceae 3 23 11.00 小皮伞属 Marasmius 6 2.87
小菇属 Mycena 11 5.26
光柄菇属 Pluteus 5 2.39
红菇属 Russula 17 8.13
栓菌属 Trametes 5 2.39
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