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Mechanical behavior of coal under different mining rates:A case study from laboratory experiments to field testing

机译:Mechanical behavior of coal under different mining rates:A case study from laboratory experiments to field testing

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摘要

During the development of hot dry rock,the research on thermal fatigue damage caused by thermal shock of cold and heat cycles is the basis that ensures the long-term utilization of geothermal resources,but there are not enough relevant studies at present.Based on this,the thermal damage tests of granite at different temperatures(250,350,450°C)and quenching cycles(1,5,10,15 cycles)were carried out.Preliminary reveals the damage mechanism and heat transfer law of the quenching cycle effect on hot dry rock.The results show that with the increase of temperature and cycles,the uneven thermal expansion of minerals and the thermal shock caused by quenching promote the crack development of granite,resulting in the decrease of P-wave velocity,thermal conductivity and uniaxial compressive strength of granite.Meanwhile,the COMSOL was used to simulate the heat transfer of hot dry rock under different heat treatment conditions.It concluded that the increase in the number of quenching cycles reduced the heat transfer capacity of the granite,especially more than 10 quenching cycles,which also reflects that the thermal fatigue damage leads to a longer time for the temperature recovery of the hot dry rock mass.In addition,the three-dimensional nonlinear fitting relationship among thermal conductivity,temperature and cycle number was established for the first time,which can better reveal the change rule of thermal conductivity after quenching thermal fatigue effect of hot dry rock.The research results provide theoretical support for hot dry rock reservoir reconstruction and production efficiency evaluation.

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  • 来源
    《矿业科学技术(英文版)》 |2021年第5期|825-841|共17页
  • 作者单位

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    Institute of Deep Earth Science and Green Energy College of Civil and Transportation Engineering Shenzhen University Shenzhen 518052 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    State Key Laboratory for GeoMechanics and Deep Underground Engineering China University of Mining and Technology Xuzhou 221116 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

    State Key Laboratory of Hydraulics and Mountain River Engineering College of Water Resource and Hydropower Sichuan University Chengdu 610065 China;

    Institute of Deep Earth Science and Green Energy College of Civil and Transportation Engineering Shenzhen University Shenzhen 518052 China;

    MOE Key Laboratory of Deep Underground Science and Engineering Sichuan University Chengdu 610065 China;

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