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Slope Safety Evaluation Based on Unascertained Measurement Theory-Finite Element Method
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Haosen Guo1, Zhenggui Xiang2, Yan Qi3, Leibo Song4, Gang Wang4
Mining Research and Development | 2026, 46(7) : 116 - 123
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Mining Research and Development | 2026, 46(7): 116-123
Slope Safety Evaluation Based on Unascertained Measurement Theory-Finite Element Method
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Haosen Guo1, Zhenggui Xiang2, Yan Qi3, Leibo Song4, Gang Wang4
Affiliations
  • 1.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, Jiangxi 330013, China
  • 2.Guangdong Shenzhen-Dongguan-Huizhou Intercity Railway Operation Co., Ltd., Shenzhen, Guangdong 518049, China
  • 3.China Nerin Engineering Co., Ltd., Nanchang, Jiangxi 330031, China
  • 4.Shaoxing University, Shaoxing, Zhejiang 312000, China
Published: 2026-07-25
Outline
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To ensure the safe operation of open-pit mines, safety evaluation of their slopes needs to be carried out. A slope of a certain mine was taken as the research object. A numerical calculation model of the slope was established by the finite element method, the distribution laws of slope stress, displacement and plastic zone were analyzed, and the slope safety factor was calculated by multiple quantitative analysis methods. The results show that the maximum slope displacement, plastic zone and minimum safety factor are all close to the third-stage slope. The third-stage slope was taken as the evaluation object. Single index measurement functions were constructed by the unascertained measurement theory, index weights were determined by the entropy weight method, and the distance discriminant method was adopted as the evaluation criterion for slope safety grade. The research results show that the evaluation grade of the slope in an open-pit mine is Grade Ⅱ. The evaluation results are consistent with the numerical simulation results, which verifies that the mine slope is in a relatively stable safety state. After reinforcement and monitoring were carried out on the slope risk areas, no slope accidents occurred during the operation of the open-pit mine, which verifies the reliability and practicability of the unascertained measurement theory-finite element method for slope safety evaluation.

Slope stability  /  Unascertained measurement theory  /  Safety factor  /  Finite element method
郭浩森, 项正贵, 齐炎, 宋磊博, 王刚. 基于未确知测度理论-有限元法的边坡安全评价. 矿业研究与开发, 2026 , 46 (7) : 116 -123 .
Haosen Guo, Zhenggui Xiang, Yan Qi, Leibo Song, Gang Wang. Slope Safety Evaluation Based on Unascertained Measurement Theory-Finite Element Method[J]. Mining Research and Development, 2026 , 46 (7) : 116 -123 .
Year 2026 volume 46 Issue 7
51
8
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Article Info
  • Receive Date:2025-04-09
  • Online Date:2026-10-27
  • Published:2026-07-25
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  • Received:2025-04-09
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Affiliations
    1.School of Civil Engineering and Architecture, East China Jiaotong University, Nanchang, Jiangxi 330013, China
    2.Guangdong Shenzhen-Dongguan-Huizhou Intercity Railway Operation Co., Ltd., Shenzhen, Guangdong 518049, China
    3.China Nerin Engineering Co., Ltd., Nanchang, Jiangxi 330031, China
    4.Shaoxing University, Shaoxing, Zhejiang 312000, 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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