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Stage Mechanical Response During Splitting Process of Dry and Water-Saturated Siltstone
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Hanqiao Zhang1, Zunguo Zhang2, Guoqing Han1, Yi Chen2, 3, Guoxing Nian1, Xinli Yuan2
Mining Research and Development | 2026, 46(5) : 185 - 191
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Mining Research and Development | 2026, 46(5): 185-191
Stage Mechanical Response During Splitting Process of Dry and Water-Saturated Siltstone
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Hanqiao Zhang1, Zunguo Zhang2, Guoqing Han1, Yi Chen2, 3, Guoxing Nian1, Xinli Yuan2
Affiliations
  • 1.Junde Coal Mine, Heilongjiang Longmei Hegang Mining Co., Ltd., Hegang, Heilongjiang 154100, China
  • 2.Safety Science and Engineering College, Liaoning Technical University, Huludao, Liaoning 125105, China
  • 3.Huludao Yuqing Mining Technology Service Co., Ltd., Huludao, Liaoning 125105, China
Published: 2026-05-25
Outline
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In order to study the stage mechanical response characteristics of dry and water-saturated siltstone during splitting process, Brazilian splitting test was carried out, and the stage division method of full stress-strain curve of rock splitting process based on splitting modulus was established. The response law and mechanical mechanism of stress characteristic value and strain characteristic value in each stage were systematically analyzed. The results show that water significantly affects the stress evolution path and strain development path of Brazilian splitting process in siltstone. The average values of compaction stress, yield stress, peak stress and unloading stress of water-saturated samples decrease to 62.65%, 50.21%, 48.93% and 68.11% of dry samples, respectively. The average value of stress ratio in compaction stage increases by 28.50%, and the average values of stress ratio in elastic stage, yield stage and failure stage decrease by 19.60%, 41.35% and 11.99%, respectively. The average values of compaction strain, yield strain, peak strain and unloading strain of water-saturated samples are 4.12%, 19.26%, 20.70% and 17.92% lower than those of dry samples, respectively. The average value of strain ratio in compaction stage increases by 20.38%. The average values of strain ratio in elastic stage and yield stage decrease by 29.64% and 36.93%, respectively, and the average value of strain ratio in failure stage increases by 347.73%. Saturated treatment enhances the plastic characteristics of splitting process. After saturated treatment, the bending energy index of siltstone decrease by 73.77%, and the impact tendency decrease from class Ⅲ to class Ⅱ. The research results can provide theoretical basis for water injection softening and anti-impact technology of deep mine roof.

Water-saturated siltstone  /  Brazilian split  /  Mechanical response  /  Stress characteristic value  /  Strain characteristic value
张汉桥, 张遵国, 韩国庆, 陈毅, 年国兴, 袁新立. 干燥及饱水粉砂岩劈裂过程阶段性力学响应. 矿业研究与开发, 2026 , 46 (5) : 185 -191 .
Hanqiao Zhang, Zunguo Zhang, Guoqing Han, Yi Chen, Guoxing Nian, Xinli Yuan. Stage Mechanical Response During Splitting Process of Dry and Water-Saturated Siltstone[J]. Mining Research and Development, 2026 , 46 (5) : 185 -191 .
Year 2026 volume 46 Issue 5
35
11
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  • Receive Date:2025-05-28
  • Online Date:2026-10-27
  • Published:2026-05-25
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  • Received:2025-05-28
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Affiliations
    1.Junde Coal Mine, Heilongjiang Longmei Hegang Mining Co., Ltd., Hegang, Heilongjiang 154100, China
    2.Safety Science and Engineering College, Liaoning Technical University, Huludao, Liaoning 125105, China
    3.Huludao Yuqing Mining Technology Service Co., Ltd., Huludao, Liaoning 125105, 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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