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Identification and Stability Analysis of Dangerous Blocks in Fractured Rock Bench Slopes
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Zhiyuan LIANG1, Guangmu CHEN2, Xing ZHAO2, Qibin LI2, Junming WANG2, Qingfa CHEN1
Mining and Metallurgical Engineering | 2026, 46(3) : 130 - 136
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Mining and Metallurgical Engineering | 2026, 46(3): 130-136
• MINING •
Identification and Stability Analysis of Dangerous Blocks in Fractured Rock Bench Slopes
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Zhiyuan LIANG1, Guangmu CHEN2, Xing ZHAO2, Qibin LI2, Junming WANG2, Qingfa CHEN1
Affiliations
  • 1.School of Resources and Metallurgy, Guangxi University, Nanning 530004, Guangxi, China
  • 2.Guangdong Dabaoshan Mining Co., Ltd., Shaoguan 512127, Guangdong, China
doi: 10.3969/j.issn.0253-6099.2026.03.017
Outline
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The bench slope within the elevation range from+793 m to+817 m near Line 29 of the Dabaoshan open-pit slope in Guangdong was taken as the research object, and a 3D fracture network model of the slope was firstly established based on relevant geological data and was used to conduct a 3D deconstruction analysis of the rock mass structure of the bench slope. Thereby the data on the location and distribution of blocks within the slope body were obtained. Secondly, a 3D discrete fracture network model of the bench slope was constructed to analyze the displacement and deformation of the slope under the action of fractures and gravity, delineating the potential sliding areas of the bench slope. Thirdly, the dangerous block 1 and dangerous block 2 were identified by combining the block location and distribution information with the potential sliding areas. Finally, the stability of the dangerous blocks was analyzed using the stereographic projection method. The analysis results show that the dangerous block 1 may experience wedge sliding, while the dangerous block 2 may experience double-plane sliding but with a low probability. Since the overall stability of the slope is poor, it is recommended that a combined measure of grouting, anchor cables and lattice beams should be adopted for slope prevention and control.

slope stability  /  fractured rock mass  /  bench slope  /  dangerous block  /  stereographic projection  /  stability analysis  /  3D deconstruction
梁智元, 陈光木, 赵兴, 李启斌, 王浚名, 陈庆发. 裂隙岩质台阶边坡危险块体的确定及其稳定性分析. 矿冶工程杂志, 2026 , 46 (3) : 130 -136 . DOI: 10.3969/j.issn.0253-6099.2026.03.017
Zhiyuan LIANG, Guangmu CHEN, Xing ZHAO, Qibin LI, Junming WANG, Qingfa CHEN. Identification and Stability Analysis of Dangerous Blocks in Fractured Rock Bench Slopes[J]. Mining and Metallurgical Engineering, 2026 , 46 (3) : 130 -136 . DOI: 10.3969/j.issn.0253-6099.2026.03.017
Year 2026 volume 46 Issue 3
115
25
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Article Info
doi: 10.3969/j.issn.0253-6099.2026.03.017
  • Receive Date:2025-12-07
  • Online Date:2026-10-08
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  • Received:2025-12-07
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Affiliations
    1.School of Resources and Metallurgy, Guangxi University, Nanning 530004, Guangxi, China
    2.Guangdong Dabaoshan Mining Co., Ltd., Shaoguan 512127, Guangdong, 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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