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Study on Instability Characteristics and Unsaturated Seepage Characteristics of Rock Slope with Multiple Weak Interlayers
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Xintao ZHOU1, Dianji ZHANG1, Yuanxu ZHU1, Chao WU1, Zheng NIE1, 2
Mining Research and Development | 2025, 45(7) : 208 - 217
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Mining Research and Development | 2025, 45(7): 208-217
Study on Instability Characteristics and Unsaturated Seepage Characteristics of Rock Slope with Multiple Weak Interlayers
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Xintao ZHOU1, Dianji ZHANG1, Yuanxu ZHU1, Chao WU1, Zheng NIE1, 2
Affiliations
  • 1.School of Resources & Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China
  • 2.State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Northeastern University, Shenyang, Liaoning 110819, China
Published: 2025-07-25
Outline
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Weak interlayer is usually the main internal factor of rock slope instability, and rainfall is the main external factor of slope instability. For rock slope with weak interlayer, it is of great significance to study its instability mechanism and seepage characteristics to prevent slope instability. Taking the limestone open-pit slope with multiple weak interlayers in Nanshan, Chibi, Hubei Province as the research object, the instability characteristics of the slope were deeply explored by numerical simulation method, and the unsaturated seepage characteristics of the slope were studied based on the unsaturated seepage theory. Finally, the Morgenstern-price method was used to calculate the safety factor of each potential slip surface under the influence of seepage field. The results show that the weak interlayer is the main reason for the instability and failure of the slope, whether it is the overall instability and failure of the slope along the weak interlayer or the local instability and failure of the step. Under the influence of rainfall, the change of pore water pressure in the slope gradually develops from the surface to the depth, but the influence depth is limited. For the feature points with a certain distance from the slope surface, the increase of pore water pressure and volumetric water content has a “lag” phenomenon. The safety factor of each potential slip surface of the slope decreases, which decreases greatly in the early stage of rainfall, and tends to be stable in the later stage of rainfall.

Rock slope  /  Weak interlayer  /  Unsaturated seepage  /  Slope stability  /  Slope instability characteristic
周新涛, 张电吉, 朱元栩, 伍超, 聂正. 多软弱夹层岩质边坡失稳特性及非饱和渗流特性研究. 矿业研究与开发, 2025 , 45 (7) : 208 -217 .
Xintao ZHOU, Dianji ZHANG, Yuanxu ZHU, Chao WU, Zheng NIE. Study on Instability Characteristics and Unsaturated Seepage Characteristics of Rock Slope with Multiple Weak Interlayers[J]. Mining Research and Development, 2025 , 45 (7) : 208 -217 .
Year 2025 volume 45 Issue 7
104
53
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Article Info
  • Receive Date:2024-09-18
  • Online Date:2026-10-28
  • Published:2025-07-25
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  • Received:2024-09-18
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Affiliations
    1.School of Resources & Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China
    2.State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Northeastern University, 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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