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Preliminary study on creep characteristics and model of sandstone under attenuated oscillation disturbance
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Song YANG1, Jun-guang WANG1, Zhong-gen WEI2, Tian-yu XIN3, Bing LIANG1, Li-xuan WANG1, Ling-ran REN1
Rock and Soil Mechanics | 2025, 46(11) : 3485 - 3500
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Rock and Soil Mechanics | 2025, 46(11): 3485-3500
Fundamental Theory and Experimental Research
Preliminary study on creep characteristics and model of sandstone under attenuated oscillation disturbance
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Song YANG1, Jun-guang WANG1, Zhong-gen WEI2, Tian-yu XIN3, Bing LIANG1, Li-xuan WANG1, Ling-ran REN1
Affiliations
  • 1.School of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China
  • 2.Shenyang Research Institute Co., Ltd., China Coal Technology & Engineering Group, Shenyang 113122, China
  • 3.Safety Science and Engineering College, Liaoning Technical University, Fuxin, Liaoning 123000, China
Published: 2025-11-14 doi: 10.16285/j.rsm.2025.0082
Outline
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Mining disturbance can easily aggravate the creep instability of roadway surrounding rock, and its propagation mode in surrounding rock is damped oscillation disturbance. In order to explore the creep characteristics of rock under the damped oscillation disturbance, X-ray diffraction, nuclear magnetic resonance and pseudo-triaxial creep tests were carried out. Based on the test results, a discrete element numerical model of sandstone was established. The parameter calibration results show that the combination of linear parallel bond model and Burgers model can simulate the creep behavior of rock. Combining the sinusoidal disturbance function with the exponential function, a function expression for simulating the attenuation oscillation disturbance is proposed. The application of attenuation oscillation disturbance in numerical simulation is realized by Fish language, and the creep process of sandstone under attenuation oscillation disturbance is simulated. The simulation results show that compared with the undisturbed rock sample, the accelerated creep time of the rock sample under the action of attenuation oscillation disturbance is earlier and the creep deformation is larger. Before and after the disturbance is applied, the distribution of crack dip angle changes from concentration to dispersion, and the failure mode is tensile-shear composite failure mode. When the attenuation oscillation disturbance is applied, the creep deformation of rock shows a similar attenuation oscillation trend. The greater the deviatoric stress, the greater the influence of attenuation oscillation disturbance on rock deformation. The application of attenuation oscillation disturbance is more likely to lead to the fracture of contact bond between particles and accelerate energy dissipation. The attenuation oscillation disturbance element and the nonlinear viscoplastic body are introduced into the Burgers model, and an improved Burgers model is established. The theoretical curve is in good agreement with the experimental data. The model can better characterize the creep process of sandstone under attenuation oscillation disturbance.

attenuation oscillation disturbance  /  discrete element method  /  creep characteristics  /  Burgers model  /  sandstone
Song YANG, Jun-guang WANG, Zhong-gen WEI, Tian-yu XIN, Bing LIANG, Li-xuan WANG, Ling-ran REN. Preliminary study on creep characteristics and model of sandstone under attenuated oscillation disturbance[J]. Rock and Soil Mechanics, 2025 , 46 (11) : 3485 -3500 . DOI: 10.16285/j.rsm.2025.0082
  • National Natural Science Foundation of China(52274084; 52404213)
  • Liaoning Province Education Department Basic Research Project for Universities(LJ232510147004)
Year 2025 volume 46 Issue 11
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Article Info
doi: 10.16285/j.rsm.2025.0082
  • Receive Date:2025-01-22
  • Online Date:2026-03-27
  • Published:2025-11-14
Article Data
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History
  • Received:2025-01-22
  • Accepted:2025-04-28
Funding
National Natural Science Foundation of China(52274084; 52404213)
Liaoning Province Education Department Basic Research Project for Universities(LJ232510147004)
Affiliations
    1.School of Mechanics and Engineering, Liaoning Technical University, Fuxin, Liaoning 123000, China
    2.Shenyang Research Institute Co., Ltd., China Coal Technology & Engineering Group, Shenyang 113122, China
    3.Safety Science and Engineering College, Liaoning Technical University, Fuxin, Liaoning 123000, 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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