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Stability Analysis of Jointed Rock Slopes with Different Protective Measures
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Fan XIAO1, Qinwen XIAO1, Bin DAI1, Xiaoshuang LI2, Cheng HUANG1
Mining Research and Development | 2025, 45(12) : 98 - 105
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Mining Research and Development | 2025, 45(12): 98-105
Stability Analysis of Jointed Rock Slopes with Different Protective Measures
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Fan XIAO1, Qinwen XIAO1, Bin DAI1, Xiaoshuang LI2, Cheng HUANG1
Affiliations
  • 1.School of Intelligent Construction, Ji'an College, Ji'an, Jiangxi 343000, China
  • 2.School of Civil Engineering, Qilu Institute of Technology, Jinan, Shandong 250200, China
Published: 2025-12-25
Outline
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In order to quantify the effects of different protective measures on the stability of jointed rock slopes, the Particle Flow Code in two-dimensions (PFC2D), strength reduction method and failure criterion characterized by a coherent fracture plane were used to reveal the failure characteristics of jointed rock slope when the parameters of contact model have been reduced until the critical rock failure state had occurred. Then the safety factor and microcrack evolution as well as energy dissipation law of jointed slopes under three working conditions including slope-cutting, anchor cable reinforcement and without any protective measures were comprehensively researched. Research shows that when the mechanical parameters have been reduced until the critical rock failure state has occurred, the main failure mode of jointed rock slope is tensile-sliding failure. The slope-cutting measure can partially improve the slope stability, and the anchor cables installed at a zone where is below the joint surface and close to the the intersection of the steeply inclined fracture and the gentle slip surface can significantly improve the slope stability. During the adjustment process to the stable state, the number of microcracks and dissipated energy generated in anchor cable-reinforced slopes are sequentially less than those in slope-cutting slopes and slopes without any protective measures. The research results can provide a reference for the slope engineering in similar open-pit mines.

Slope stability  /  Strength reduction  /  Anchor cable reinforcement  /  Slope-cutting  /  Numerical simulation
肖繁, 肖钦文, 戴斌, 李小双, 黄诚. 不同治理措施条件下含节理岩体边坡稳定性分析. 矿业研究与开发, 2025 , 45 (12) : 98 -105 .
Fan XIAO, Qinwen XIAO, Bin DAI, Xiaoshuang LI, Cheng HUANG. Stability Analysis of Jointed Rock Slopes with Different Protective Measures[J]. Mining Research and Development, 2025 , 45 (12) : 98 -105 .
Year 2025 volume 45 Issue 12
58
29
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Article Info
  • Receive Date:2025-01-09
  • Online Date:2026-10-28
  • Published:2025-12-25
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  • Received:2025-01-09
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Affiliations
    1.School of Intelligent Construction, Ji'an College, Ji'an, Jiangxi 343000, China
    2.School of Civil Engineering, Qilu Institute of Technology, Jinan, Shandong 250200, 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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