Rock and Soil Mechanics ›› 2023, Vol. 44 ›› Issue (12): 3448-3458.doi: 10.16285/j.rsm.2022.1883

• Fundamental Theroy and Experimental Research • Previous Articles     Next Articles

Energy evolution of unloading confining pressure and dissipative energy damage constitutive model of coal-rock combination

RU Wen-kai1, 2, HU Shan-chao1, LI Di-yuan2, MA Jin-yin2, ZHANG Chen-xi2, LUO Ping-kuang2, GONG Hao2, ZHOU Ao-hui 2   

  1. 1. School of Energy and Mining Engineering, Shandong University of Science and Technology, Qingdao, Shandong 266590, China; 2. School of Resources and Safety Engineering, Central South University, Changsha, Hunan 410083, China
  • Received:2022-12-02 Accepted:2023-03-28 Online:2023-12-20 Published:2023-12-21
  • Supported by:
    This work was supported by the National Natural Science Foundation of China (5190040670, 52274087) and the Natural Science Foundation of Shandong Province (ZR2023ME189).

Abstract:

 In coal mining, the excavation of a coal-rock roadway and a thin coal seam will inevitably cause radial unloading of the coal-rock combination system. The radial unloading phenomenon is often accompanied by the rapid accumulation and release of energy, so it is necessary to investigate the energy evolution law of coal-rock combination specimens under the unloading confining pressure condition. To this end, the unloading confining pressure tests with different unloading rates were carried out for the coal-rock combination specimens. The results show that: (1) The axial loading and constant stress stages are the main energy storage stages of the combination specimens. The failure stage is mainly dominated by the release and dissipation of energy. (2) The acceleration of the unloading rate leads to the decrease of the peak elastic energy of the specimens, and the increment of the elastic energy at 0.03 MPa/s in the constant stress stage is 1.64, 2.70 and 3.50 times of that at 0.06 MPa/s, 0.09 MPa/s, and 0.12 MPa/s, respectively. (3) The increase of unloading rate will lead to the increase of post-peak dissipation energy of the specimen, and the post-peak dissipation energy is 28.17%, 49.53%, 69.55% and 92.87% of the peak elastic energy when the unloading rate increases from 0.03 MPa/s to 0.12 MPa/s, respectively. (4) The increase in unloading rate will significantly enhance the tensile failure tendency of coal-rock combination specimens, resulting in an increase in the fracture angle, an increase in the number of tensile secondary cracks, and an enhancement in the breaking strength. (5) A dissipative energy constitutive model considering the initial damage is established to reasonably explain the whole process of damage evolution of coal-rock combination specimens under the unloading confining pressure conditions. The research results are significant for understanding the energy evolution characteristics of coal-rock combination samples with unloading rate.

Key words: coal-rock combination, unloading confining pressure, energy, damage, constitutive equation

CLC Number: 

  • TU452
[1] ZHAO Kai, MA Hong-ling, SHI Xi-lin, LI Yin-ping, YANG Chun-he, . Long-term stability assessment of salt caverns for compressed air energy storage based on creep-fatigue constitutive model [J]. Rock and Soil Mechanics, 2025, 46(S1): 1-12.
[2] FU Qiang, YANG Ke, LIU Qin-jie, SONG Tao-tao, WU Ben-niu, YU Peng, . Interface strength characteristics of surrounding rock-lining composite structures under cyclic loading [J]. Rock and Soil Mechanics, 2025, 46(S1): 40-52.
[3] ZHANG Sheng, BAI Wei, XU Ding-ping, ZHENG Hong, JIANG Quan, LI Zhi-wei, XIANG Tian-bing, . Experimental and theoretical study on sandstone damage evolution under cyclic loading based on acoustic emission and resistivity monitoring [J]. Rock and Soil Mechanics, 2025, 46(S1): 53-66.
[4] WANG Jiang-feng, WU Han-bing, ZHAO Shun-li, DU Chun-xue, ZHANG Miao, . Mechanical evolution characteristics of loading and unloading of red sandstone in a certain water conveyance tunnel considering compaction deformation [J]. Rock and Soil Mechanics, 2025, 46(S1): 121-130.
[5] QIN Li-ke, GUO Rui-qi, ZHAO Hao-chen, ZHEN Gang, WANG Qi, . Capillary water dynamic distribution of stone relics under environmental evaporation conditions [J]. Rock and Soil Mechanics, 2025, 46(S1): 354-365.
[6] LIU Rui, ZHOU Shu-wei, QIN Shi-kang, XU Ying-jun, HE Xiu-han, FENG Jian-ye, . Thermo-hydro-mechanical coupling response characteristics of compressed hydrogen energy storage cavern in abandoned mines [J]. Rock and Soil Mechanics, 2025, 46(S1): 454-466.
[7] ZHANG Xian-cheng, CHI Bao-tao, YU Xian-ze, GUO Qian-jian, YUAN Wei, ZHANG Yao-ming, . Unstructured mesh generation and fracture damage analysis in the implementation of peridynamics-based finite element method [J]. Rock and Soil Mechanics, 2025, 46(S1): 467-476.
[8] ZHANG Chun-rui, JI Hong-guang, FU Zhen, ZHANG Yue-zheng, SONG Yu, TIAN Zhu-hua, FAN Wen-bo, . Influence of dolomite on the physical and mechanical properties of siltstone [J]. Rock and Soil Mechanics, 2025, 46(9): 2661-2675.
[9] HUANG De-xin, WEN Tao, CHEN Ning-sheng, . Methods for determining residual strength of rock considering energy evolution [J]. Rock and Soil Mechanics, 2025, 46(9): 2825-2836.
[10] QU Jun-tong, SHI Qi-zhuang, GUO Ying-jie, ZHANG Xiang, LIU Yi, JIANG De-yang. Characteristics and damage mechanisms of ice deposits under freeze-thaw cycles [J]. Rock and Soil Mechanics, 2025, 46(9): 2859-2872.
[11] DONG Yuan, HU Ying-guo, LIU Mei-shan, LI Geng-quan, MA Chen-yang. Cumulative damage evolution mechanism in homogeneous rock high slopes induced by excavation blasting [J]. Rock and Soil Mechanics, 2025, 46(9): 2929-2942.
[12] SUN Chuang, PU Yun-bo, AO Yun-he, TAO Qi, . Mechanical properties of freeze-thaw water-saturated fissured sandstone and its characterization of fine-scale fracture evolution [J]. Rock and Soil Mechanics, 2025, 46(8): 2339-2352.
[13] TAN Yun-zhi, WU Ke-yu, MING Hua-jun, SUN De-an, . Vibro-compacted properties of granule bentonite and its swelling behavior under constant stiffness constraint [J]. Rock and Soil Mechanics, 2025, 46(8): 2399-2408.
[14] WANG Bing-wen, LIU Chen-yi, KANG Ming-chao, LI Qian-long, YANG Lei, ZHOU Sen-lin, QIAN Lei. Investigation of damage mechanism and crack propagation in rock mass with open fracture incorporating T-stress effect [J]. Rock and Soil Mechanics, 2025, 46(8): 2409-2420.
[15] ZHANG Hai-yan, HU Xin-li, LIU Xin-yu, LI Ya-bo. Effects of water content and shear rate on shear behavior and damage evolution of clayey sliding-zone soils [J]. Rock and Soil Mechanics, 2025, 46(8): 2471-2482.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!