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Creep Characteristics and Constitutive Model of Composite Filling Structure with Strong-Weak Combination
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Qihu WANG1, Zhenfan TU1, Nan YAO1, 2, Yang LIU1, 2, Weiqi WANG1, 2
Mining Research and Development | 2026, 46(2) : 79 - 91
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Mining Research and Development | 2026, 46(2): 79-91
Creep Characteristics and Constitutive Model of Composite Filling Structure with Strong-Weak Combination
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Qihu WANG1, Zhenfan TU1, Nan YAO1, 2, Yang LIU1, 2, Weiqi WANG1, 2
Affiliations
  • 1.School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China
  • 2.Hubei Key Laboratory for High-Efficient Utilization and Agglomeration of Metallurgic Mineral Resources, Wuhan, Hubei 430081, China
Published: 2026-02-25
Outline
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The composite filling structure with strong-weak combination formed by the two-step filling mining bears the roof load jointly, and its overall creep characteristics directly affect the long-term stability of the filling stope. Uniaxial step-loading creep tests were carried out to analyze the influence of different combinations of strong and weak media on the creep characteristics of composite filling specimens. On this basis, considering the time-dependent degradation effect of material mechanical properties and the characteristics of the accelerated creep stage, an improved Nishihara model capable of characterizing the creep characteristics of the composite filling structure was established. The study shows that the strong media has a more significant impact on the overall creep characteristics of the composite specimens. As the strength of the strong media increases from 23.60 MPa to 33.80 MPa, the elastic modulus increases from 1.85 GPa to 2.18 GPa, and the axial creep increments under the first three stress levels decrease by 59.72%, 57.35%, and 55.08%, respectively. The instantaneous creep rates decrease by 31.55%, 21.46%, and 23.14%, respectively. The transverse strain difference between the strong-weak media increases from 260 με, 368 με, and 524 με to 685 με, 895 με, and 1 032 με, respectively. The overall creep failure mode of the specimens transforms from shear failure to compressive splitting failure. The improved Nishihara model achieves a fitting accuracy exceeding 0.93 for the experimental data, effectively simulating the entire creep process of the composite filling structure.

Composite filling structure  /  Strong-weak combination  /  Creep characteristic  /  Damage characteristic  /  Creep constitutive model
王其虎, 涂镇帆, 姚囝, 刘洋, 王为琪. 强弱组合复合充填结构体蠕变特性及本构模型. 矿业研究与开发, 2026 , 46 (2) : 79 -91 .
Qihu WANG, Zhenfan TU, Nan YAO, Yang LIU, Weiqi WANG. Creep Characteristics and Constitutive Model of Composite Filling Structure with Strong-Weak Combination[J]. Mining Research and Development, 2026 , 46 (2) : 79 -91 .
Year 2026 volume 46 Issue 2
41
10
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Article Info
  • Receive Date:2025-02-21
  • Online Date:2026-10-29
  • Published:2026-02-25
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  • Received:2025-02-21
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Affiliations
    1.School of Resources and Environmental Engineering, Wuhan University of Science and Technology, Wuhan, Hubei 430081, China
    2.Hubei Key Laboratory for High-Efficient Utilization and Agglomeration of Metallurgic Mineral Resources, Wuhan, Hubei 430081, 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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