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Deformation and failure analysis and control of deep roadway with intercalated coal seam in roof
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Yue YUAN1, 2, Fengbin ZHANG1, **, Xi SHANG1, 3, Zhaoqiang LIU1, Gang PENG1, 2
China Safety Science Journal | 2024, 34(1) : 158 - 165
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China Safety Science Journal | 2024, 34(1): 158-165
Safety engineering technology
Deformation and failure analysis and control of deep roadway with intercalated coal seam in roof
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Yue YUAN1, 2, Fengbin ZHANG1, **, Xi SHANG1, 3, Zhaoqiang LIU1, Gang PENG1, 2
Affiliations
  • 1 School of Resources,Environment and Safety Engineering,Hunan University of Science and Technology,Xiangtan Hunan 411201,China
  • 2 Key Laboratory of Gas and Roof Disaster Prevention and Control Safety Production,Hunan University of Science and Technology,Xiangtan Hunan 411201,China
  • 3 Maotian Township People's Government,Xiangxiang Hunan 411406,China
Published: 2024-01-28 doi: 10.16265/j.cnki.issn1003-3033.2024.01.0806
Outline
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Aiming at the problem of large deformation and failure of soft rock roadway in deep coal seam roof,taking the belt transport roadway in No.Wu2 mining area of No.3 horizontal plane in No.6 Mine of Pingdingshan Coal Group as the engineering background,the failure mechanism and control countermeasures of surrounding rock in intercalated coal seam roadway were studied. Firstly,the combined arch mechanical model of the original scheme of belt was constructed,and the stability discriminant of the straight wall semi-circular arch roadway was derived. Secondly,the joint repair technology of "anchor cable-beam-grouting-composite mortar anchor cable" was proposed,that was,the roadway was expanded along the roof of No.Wu8 coal seam,and the basic support of the roadway was completed by anchor cable and ladder beam. The deep and shallow hole grouting of surrounding rock was used for reinforcement support,and the composite mortar anchor cables were arranged at the key parts of the roof and the two sides to strengthen the roadway support. The distribution characteristics of stress and displacement field before and after roadway repair were analyzed by numerical simulation. Finally,the industrial test of the roadway was carried out. The monitoring results of mine pressure show that the maximum convergence of the two sides and the roof and floor are 93 mm and 112 mm respectively,and the deformation rate of the surrounding rock of the roadway is less than 1 mm/d in the later stage. The deformation has been effectively controlled and the repairing effect is good.

roof  /  intercalated coal seam  /  deformation and failure of surrounding rock  /  controlling measure  /  soft rock roadway  /  composite arch
Yue YUAN, Fengbin ZHANG, Xi SHANG, Zhaoqiang LIU, Gang PENG. Deformation and failure analysis and control of deep roadway with intercalated coal seam in roof[J]. China Safety Science Journal, 2024 , 34 (1) : 158 -165 . DOI: 10.16265/j.cnki.issn1003-3033.2024.01.0806
Year 2024 volume 34 Issue 1
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Article Info
doi: 10.16265/j.cnki.issn1003-3033.2024.01.0806
  • Receive Date:2023-08-10
  • Online Date:2025-07-09
  • Published:2024-01-28
Article Data
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History
  • Received:2023-08-10
  • Revised:2023-11-11
Funding
Affiliations
    1 School of Resources,Environment and Safety Engineering,Hunan University of Science and Technology,Xiangtan Hunan 411201,China
    2 Key Laboratory of Gas and Roof Disaster Prevention and Control Safety Production,Hunan University of Science and Technology,Xiangtan Hunan 411201,China
    3 Maotian Township People's Government,Xiangxiang Hunan 411406,China
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表12种不同金属材料的力学参数

Family
属数
Number of
genus
种数
Number of
species
占总种数比例
Percentage of
total species (%)

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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