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Study on Compressive Strength of Soft Powder Rock in Underground Roadway Based on Rebound Instrument Test
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Xiaotian SHI1, Qingyun CHEN1, Hanming ZHU2, Chunyue SHAO1, Kejun LIU1, shuai YUAN1, Chaoxu WANG1
Mining Research and Development | 2025, 45(10) : 138 - 143
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Mining Research and Development | 2025, 45(10): 138-143
Study on Compressive Strength of Soft Powder Rock in Underground Roadway Based on Rebound Instrument Test
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Xiaotian SHI1, Qingyun CHEN1, Hanming ZHU2, Chunyue SHAO1, Kejun LIU1, shuai YUAN1, Chaoxu WANG1
Affiliations
  • 1.School of Resources & Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China
  • 2.WISCO Resources Group Jinshandian Mining Co., Ltd., Daye, Hubei 435116, China
Published: 2025-10-25
Outline
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In view of the characteristics that the soft powder ore rock in the deep mining underground roadway of Jinshandian Mine can not take out the complete sample on site, the direct test of compressive strength of loose soft rock mass by rebound instrument was explored. Taking the powder ore and skarn fracture zone of −425 m and −455 m horizontal tunneling roadway in the east-west mining area of Jinshandian Mine as the research object, the rebound value was tested by rebound instrument. Based on the strength formula of concrete compressive strength detected by rebound instrument in national standards and industry standards, according to the engineering geological characteristics of Jinshandian Mine, the empirical formula was optimized, and the correlation sample of rebound value and compressive strength was constructed. Using mathematical statistics method, two modified empirical formulas for strength measurement of soft powder ore rock in Jinshandian Mine were obtained by regression. The results show that the average rebound value of −425 m horizontal powder ore rock in the east-west mining area is 19.35, and the average compressive strength is 6.58 MPa. The average rebound value of −455 m horizontal soft rock fracture zone in the west mining area is 21.92, and the average compressive strength is 14.994 MPa. The results are basically consistent with the results of the inversion of the soft powder rock roadway based on the convergence value of the roadway in Jinshandian Mine. The research results provide a feasible solution for the situation that was impossible to take samples on site for indoor rock compressive stength test under poor engineering geological conditions in underground engineering.

Deep mining  /  Soft powder ore rock  /  Rebound value  /  Uniaxial compressive strength  /  Empirical formula
Xiaotian SHI, Qingyun CHEN, Hanming ZHU, Chunyue SHAO, Kejun LIU, shuai YUAN, Chaoxu WANG. Study on Compressive Strength of Soft Powder Rock in Underground Roadway Based on Rebound Instrument Test[J]. Mining Research and Development, 2025 , 45 (10) : 138 -143 .
Year 2025 volume 45 Issue 10
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Article Info
  • Receive Date:2024-11-07
  • Online Date:2026-02-06
  • Published:2025-10-25
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  • Received:2024-11-07
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Affiliations
    1.School of Resources & Safety Engineering, Wuhan Institute of Technology, Wuhan, Hubei 430074, China
    2.WISCO Resources Group Jinshandian Mining Co., Ltd., Daye, Hubei 435116, 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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