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Sensitivity Analysis of Slope Stability with Steeply Dipping Weak Interlayer Based on Grey Relational-Orthogonal Test Method
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Weizhong ZHANG1, Chengzhang RONG1, Renda TU1, Hongbao ZHAO2, Qinrong KANG1
Mining Research and Development | 2026, 46(4) : 78 - 83
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Mining Research and Development | 2026, 46(4): 78-83
Sensitivity Analysis of Slope Stability with Steeply Dipping Weak Interlayer Based on Grey Relational-Orthogonal Test Method
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Weizhong ZHANG1, Chengzhang RONG1, Renda TU1, Hongbao ZHAO2, Qinrong KANG1
Affiliations
  • 1.School of Resources and Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China
  • 2.School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, China
Published: 2026-04-25
Outline
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Slopes containing steeply dipping weak interlayers often fail due to the development of sliding surfaces along the weak interlayer. To address the sensitivity analysis of factors affecting the stability of such slopes, a grey relational-orthogonal test composite algorithm was proposed. The algorithm combines orthogonal test design, range analysis and grey relational method, a slope in an open-pit mine in Yunnan Province was taken as an engineering case for study. The strength reduction method was used to calculate the slope safety factor. An orthogonal test L16(45) with four levels and five factors was designed to analyze the influence of interlayer thickness, interlayer dip angle, distance from interlayer to slope surface, interlayer internal friction angle and interlayer cohesion on the stability of the open-pit slope. The results show that the interlayer dip angle has the most significant influence on slope stability, with its range proportion reaching 51.89%, followed by the internal friction angle of the weak interlayer, with a range proportion of 24.51%, while the other factors have weaker influences. The analysis results of the composite algorithm show a consistent trend with the traditional range analysis results, but the sensitivity ranking is clearer, verifying the reliability of this method. The study suggests that in slope design, the slope angle should be controlled to be smaller than the interlayer dip angle, and the slope stability should be enhanced by increasing the internal friction angle of the weak interlayer. By quantifying the sensitivity weights of key factors, theoretical support is provided for disaster warning, support design and emergency response.

Slope stability  /  Steeply dipping weak interlayer  /  Composite algorithm  /  Strength reduction method
张卫中, 荣成章, 涂仁达, 赵洪宝, 康钦容. 基于灰色关联-正交试验法的含陡倾弱层边坡稳定性敏感性分析. 矿业研究与开发, 2026 , 46 (4) : 78 -83 .
Weizhong ZHANG, Chengzhang RONG, Renda TU, Hongbao ZHAO, Qinrong KANG. Sensitivity Analysis of Slope Stability with Steeply Dipping Weak Interlayer Based on Grey Relational-Orthogonal Test Method[J]. Mining Research and Development, 2026 , 46 (4) : 78 -83 .
Year 2026 volume 46 Issue 4
49
11
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  • Receive Date:2025-05-14
  • Online Date:2026-10-29
  • Published:2026-04-25
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  • Received:2025-05-14
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Affiliations
    1.School of Resources and Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China
    2.School of Energy and Mining Engineering, China University of Mining and Technology-Beijing, Beijing 100083, 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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