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Jiang Kuan, Qi Chengzhi. Dynamic response of nonlinear blocky rock masses and its application in the anti-impact support of roadway. Chinese Journal of Theoretical and Applied Mechanics, 2024, 56(4): 1057-1067. DOI: 10.6052/0459-1879-23-506
Citation: Jiang Kuan, Qi Chengzhi. Dynamic response of nonlinear blocky rock masses and its application in the anti-impact support of roadway. Chinese Journal of Theoretical and Applied Mechanics, 2024, 56(4): 1057-1067. DOI: 10.6052/0459-1879-23-506

DYNAMIC RESPONSE OF NONLINEAR BLOCKY ROCK MASSES AND ITS APPLICATION IN THE ANTI-IMPACT SUPPORT OF ROADWAY

  • Received Date: October 23, 2023
  • Accepted Date: January 18, 2024
  • Available Online: January 18, 2024
  • Published Date: January 19, 2024
  • With the increase of coal mining depth, the rockburst disaster is becoming more and more serious, so it is urgent to adopt new methods and theories to prevent. Pendulum-type waves are a new type of nonlinear waves discovered in deep rock masses, and make the rock masses appear different stress states of relative separation and compaction, which is closely related to the occurrence of rockburst disaster. Aiming at the nonlinear deformation characteristics of weak structural layers in rock masses, a nonlinear dynamic model of pendulum-type waves in blocky rock masses was established by introducing hyperbolic model, and the effects of physical and mechanical properties (maximum closure, initial stiffness and damping) of weak structural layers on the dynamic response of blocky rock masses were studied. Further, through the theoretical model of interaction between surrounding rocks and support systems, the influence of stiffness, capacity of yield position and energy absorption of support systems on dynamic deformation of roadway roof was studied and the force on support systems was analyzed without and considering the initial geostress, which provides a theoretical basis for the capacity of yield position and energy absorption of the new roadway hydraulic support equipment. The results show that the nonlinear dynamic model of blocky rock masses based on hyperbolic model can well limit the maximum deformation of weak structural layers between rock blocks. The larger the impact load is, the more significant the reduction in acceleration of rock blocks is when the maximum closure of weak layers is increased. Increasing the stiffness of the support systems, enhancing the capacity of yield position and energy absorption of the support systems can effectively reduce the acceleration amplitude of roadway roof, and weaken the impact of roadway surrounding rocks on the support systems, which is conducive to the safety of the roadway structure.
  • [1]
    姜耀东, 赵毅鑫. 我国煤矿冲击地压的研究现状: 机制、预警与控制. 岩石力学与工程学报, 2015, 34(11): 2188-2204 (Jiang Yaodong, Zhao Yixin. State of the art: investigation on mechanism, forecast and control of coal bumps in China. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(11): 2188-2204 (in Chinese)

    Jiang Yaodong, Zhao Yixin. State of the art: investigation on mechanism, forecast and control of coal bumps in China. Chinese Journal of Rock Mechanics and Engineering, 2015, 34(11): 2188-2204 (in Chinese)
    [2]
    齐庆新, 李一哲, 赵善坤等. 我国煤矿冲击地压发展70年: 理论与技术体系的建立与思考. 煤炭科学技术, 2019, 47(9): 1-40 (Qi Qingxin, Li Yizhe, Zhao Shankun, et al. Seventy years development of coal mine rockburst in China: establishment and consideration of theory and technology system. Coal Science and Technology, 2019, 47(9): 1-40 (in Chinese)

    Qi Qingxin, Li Yizhe, Zhao Shankun, et al. Seventy years development of coal mine rockburst in China: establishment and consideration of theory and technology system. Coal Science and Technology, 2019, 47(9): 1-40 (in Chinese)
    [3]
    潘一山, 齐庆新, 王爱文等. 煤矿冲击地压巷道三级支护理论与技术. 煤炭学报, 2020, 45(5): 1585-1594 (Pan Yishan, Qi Qingxin, Wang Aiwen, et al. Theory and technology of three levels support in bump-prone roadway. Journal of China Coal Society, 2020, 45(5): 1585-1594 (in Chinese)

    Pan Yishan, Qi Qingxin, Wang Aiwen, et al. Theory and technology of three levels support in bump-prone roadway. Journal of China Coal Society, 2020, 45(5): 1585-1594 (in Chinese)
    [4]
    Kurlenya MV, Oparin VN, Vostrikov VI. Pendulum-type waves. Part I: State of the problem and measuring instrument and computer complexes. Journal of Mining Science, 1996, 32(3): 159-163
    [5]
    Kurlenya MV, Oparin VN, Vostrikov VI. Rock mechanics: Pendulum-type waves. Part II: Experimental methods and main results of physical modeling. Journal of Mining Science, 1996, 32(4): 245-273
    [6]
    Kurlenya MV, Oparin VN, Vostrikov VI, et al. Pendulum waves. Part III: Data of on-site observations. Journal of Mining Science, 1996, 32(5): 341-361
    [7]
    Aleksandrova NI, Sher EN. Modeling of wave propagation in block media. Journal of Mining Science, 2004, 40(6): 579-587 doi: 10.1007/s10913-005-0045-9
    [8]
    Aleksandrova NI, Sher EN, Chernikov AG. Effect of viscosity of partings in block-hierarchical media on propagation of low-frequency pendulum waves. Journal of Mining Science, 2008, 44(3): 225-234 doi: 10.1007/s10913-008-0012-3
    [9]
    Aleksandrova NI, Chernikov AG, Sher EN. On attenuation of pendulum-type waves in a block rock mass. Journal of Mining Science, 2006, 42(5): 468-475 doi: 10.1007/s10913-006-0075-y
    [10]
    Oparin VN, Simonov BF. Nonlinear deformation-wave processes in the vibrational oil geotechnologies. Journal of Mining Scinece, 2010, 46(2): 95-112 doi: 10.1007/s10913-010-0014-9
    [11]
    Oparin VN, Yushkin VF, Rublev DE, et al. Verification of kinematic expression for pendulum waves based on the seismic measurements in terms of the Tashtagol Mine and Iskitim marble quarry. Journal of Mining Science, 2015, 51(2): 203-219 doi: 10.1134/S1062739115020015
    [12]
    Oparin VN, Adushkin VV, Kiryaeva TA, et al. Effect of pendulum waves from earthquakes on gas-dynamic behavior of coal seams in kuzbass. Journal of Mining Science, 2018, 54(1): 1-12 doi: 10.1134/S1062739118013269
    [13]
    钱七虎. 深部地下空间开发中的关键科学问题//钱七虎院士论文选集. 北京: 中国岩石力学与工程学会, 2007, 20: 549-568 (Qian Qihu. Key scientific issues in the development of deep underground spac//Selected Works of Qian Qihu Academician. Beijing: Chinese Society for rock Mechanics and Engineering, 2007, 20: 549-568 (in Chinese)

    Qian Qihu. Key scientific issues in the development of deep underground spac//Selected Works of Qian Qihu Academician. Beijing: Chinese Society for rock Mechanics and Engineering, 2007, 20: 549-568 (in Chinese)
    [14]
    王德荣, 陆渝生, 冯淑芳等. 深部岩体动态特性多功能试验系统的研制. 岩石力学与工程学报, 2008, 29(3): 601-606 (Wang Derong, Lu Yusheng, Feng Shufen, et al. Development of multipurpose test system for dynamic behaviors of deep rock masses. Chinese Journal of Rock Mechanics and Engineering, 2008, 29(3): 601-606 (in Chinese) doi: 10.3321/j.issn:1000-6915.2008.03.022

    Wang Derong, Lu Yusheng, Feng Shufen, et al. Development of multipurpose test system for dynamic behaviors of deep rock masses. Chinese Journal of Rock Mechanics and Engineering, 2008, 29(3): 601-606 (in Chinese) doi: 10.3321/j.issn:1000-6915.2008.03.022
    [15]
    李杰, 周益春, 蒋海明等. 非线性摆型波问题的提出及科研仪器研制. 湘潭大学自然科学学报, 2017, 39(4): 22-28 (Li Jie, Zhou Yichun, Jiang Haiming, et al. State of the nonlinear pendulum-type waves problems and development of the test equipment. Natural Science Journal of Xiangtan University, 2017, 39(4): 22-28 (in Chinese)

    Li Jie, Zhou Yichun, Jiang Haiming, et al. State of the nonlinear pendulum-type waves problems and development of the test equipment. Natural Science Journal of Xiangtan University, 2017, 39(4): 22-28 (in Chinese)
    [16]
    蒋海明, 李杰, 王明洋. 块系岩体动态特性测试系统研制及其应用. 振动与冲击, 2018, 37(21): 29-34 (Jiang Haiming, Li Jie, Wang Mingyang. Development of a test system for dynamic characteristics of blocky rock mass and its application. Journal of Vibration and Shock, 2018, 37(21): 29-34 (in Chinese)

    Jiang Haiming, Li Jie, Wang Mingyang. Development of a test system for dynamic characteristics of blocky rock mass and its application. Journal of Vibration and Shock, 2018, 37(21): 29-34 (in Chinese)
    [17]
    王凯兴, 潘一山, 窦林名. 摆型波传播过程块系岩体能量传递规律研究. 岩土工程学报, 2016, 38(12): 2309-2314 (Wang Kaixing, Pan Yishan, Dou Linming. Energy transfer in block-rock mass during propagation of pendulum-type waves. Chinese journal of geotechnical engineering, 2016, 38(12): 2309-2314 (in Chinese) doi: 10.11779/CJGE201612021

    Wang Kaixing, Pan Yishan, Dou Linming. Energy transfer in block-rock mass during propagation of pendulum-type waves. Chinese journal of geotechnical engineering, 2016, 38(12): 2309-2314 (in Chinese) doi: 10.11779/CJGE201612021
    [18]
    王凯兴, 窦林名, 潘一山等. 块系覆岩破坏对巷道顶板的防冲吸能效应研究. 中国矿业大学学报, 2017, 46(6): 1211-1217, 1230 (Wang Kaixing, Dou Linming, Pan Yishan, et al. Study of tunnel roof anti-impact and energy absorption effect on block overburden rock mass failure. Journal of China University of Mining and technology, 2017, 46(6): 1211-1217, 1230 (in Chinese)

    Wang Kaixing, Dou Linming, Pan Yishan, et al. Study of tunnel roof anti-impact and energy absorption effect on block overburden rock mass failure. Journal of China University of Mining and technology, 2017, 46(6): 1211-1217, 1230 (in Chinese)
    [19]
    王凯兴, 窦林名, 潘一山等. 块系岩体非协调动力响应特征试验研究. 岩土力学, 2020, 41(4): 1227-1234 (Wang Kaixing, Dou Linming, Pan Yishan, et al. Experimental study on incompatible dynamic response feature of block rock mass. Rock and Soil Mechanics, 2020, 41(4): 1227-1234 (in Chinese)

    Wang Kaixing, Dou Linming, Pan Yishan, et al. Experimental study on incompatible dynamic response feature of block rock mass. Rock and Soil Mechanics, 2020, 41(4): 1227-1234 (in Chinese)
    [20]
    王凯兴, 薛佳琪, 潘一山等. 岩块间软弱介质对块系岩体摆型波传播影响试验研究. 振动与冲击, 2022, 41(24): 298-304 (Wang Kaixing, Xue Jiaqi, Pan Yishan, et al. Experimental study on the influence of weak medium in block rock mass partings on the pendulum wave propagation. Journal of Vibration and Shock, 2022, 41(24): 298-304 (in Chinese)

    Wang Kaixing, Xue Jiaqi, Pan Yishan, et al. Experimental study on the influence of weak medium in block rock mass partings on the pendulum wave propagation. Journal of Vibration and Shock, 2022, 41(24): 298-304 (in Chinese)
    [21]
    王凯兴, 潘一山, 曾祥华等. 块系岩体间黏弹性性质对摆型波传播的影响. 岩土力学, 2013, 34(S2): 174-179 (Wang Kaixing, Pan Yishan, Zeng Xianghua, et al. Effect of viscoelasticity in block-rock mass partings to the propagation of pendulum waves. Rock and Soil Mechanics, 2013, 34(S2): 174-179 (in Chinese)

    Wang Kaixing, Pan Yishan, Zeng Xianghua, et al. Effect of viscoelasticity in block-rock mass partings to the propagation of pendulum waves. Rock and Soil Mechanics, 2013, 34(S2): 174-179 (in Chinese)
    [22]
    姜宽, 戚承志, 卢真辉等. 考虑双模量特性的块系岩体摆型波传播规律研究. 振动与冲击, 2020, 39(24): 171-178 (Jiang Kuan, Qi Chengzhi, Lu Zhenhui, et al. A study on the propagation law of pendulum-type wave in block-rock mass considering bimodulus characteristic. Journal of Vibration and Shock, 2020, 39(24): 171-178 (in Chinese)

    Jiang Kuan, Qi Chengzhi, Lu Zhenhui, et al. A study on the propagation law of pendulum-type wave in block-rock mass considering bimodulus characteristic. Journal of Vibration and Shock, 2020, 39(24): 171-178 (in Chinese)
    [23]
    Jiang K, Qi CZ, Zhu SD, et al. Study of the frequency response of the block–rock mass with bimodulus characteristics. IOP Conference Series : Earth and Environmental Science, 2020, 570(5): 052006
    [24]
    Jiang K, Qi CZ, Ji CM. Theoretical research on the pendulum-type wave in nonlinear block-rock mass based on hyperbolic elastic model. Arabian Journal of Geosciences, 2022, 15(2): 197
    [25]
    王凯兴, 潘一山. 冲击地压矿井的围岩与支护统一吸能防冲理论. 岩土力学, 2015, 36(9): 2585-2590 (Wang Kaixing, Pan Yishan. An unified theory of energy absorption and anti-impact for surrounding rock and support in rock burst mine. Rock and Soil Mechanics, 2015, 36(9): 2585-2590 (in Chinese)

    Wang Kaixing, Pan Yishan. An unified theory of energy absorption and anti-impact for surrounding rock and support in rock burst mine. Rock and Soil Mechanics, 2015, 36(9): 2585-2590 (in Chinese)
    [26]
    王凯兴, 薛佳琪, 潘一山等. 顶板-支护系统准共振诱发冲击地压机制研究. 岩土力学, 2023, 44: 717-727 (Wang Kaixing, Xue Jiaqi, Pan Yishan, et al. Study on the mechanism of coal bursts induced by quasi-resonance of roof-support system. Rock and Soil Mechanics, 2023, 44: 717-727 (in Chinese)

    Wang Kaixing, Xue Jiaqi, Pan Yishan, et al. Study on the mechanism of coal bursts induced by quasi-resonance of roof-support system. Rock and Soil Mechanics, 2023, 44: 717-727 (in Chinese)
    [27]
    潘一山, 肖永惠, 李忠华等. 冲击地压矿井巷道支护理论研究及应用. 煤炭学报, 2014, 39(2): 222-228 (Pan Yishan, Xiao Yonghui, Li Zhonghua, et al. Study of tunnel support theory of rockburst in coal mine and its application. Journal of China Coal Society, 2014, 39(2): 222-228 (in Chinese)

    Pan Yishan, Xiao Yonghui, Li Zhonghua, et al. Study of tunnel support theory of rockburst in coal mine and its application. Journal of China Coal Society, 2014, 39(2): 222-228 (in Chinese)
    [28]
    潘一山, 王凯兴, 肖永惠. 基于摆型波理论的防冲支护设计. 岩石力学与工程学报, 2013, 32(8): 1537-1543 (Pan Yishan, Wang Kaixing, Xiao Yonghui. Design of anti-scour support based on theory of pendulum-type wave. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1537-1543 (in Chinese)

    Pan Yishan, Wang Kaixing, Xiao Yonghui. Design of anti-scour support based on theory of pendulum-type wave. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1537-1543 (in Chinese)
    [29]
    潘一山, 肖永惠, 李国臻. 巷道防冲液压支架研究及应用. 煤炭学报, 2020, 45(1): 90-99 (Pan Yishan, Xiao Yonghui, Li Guozhen. Roadway hydraulic support for rockburst prevention in coal mine and its application. Journal of China Coal Society, 2020, 45(1): 90-99 (in Chinese)

    Pan Yishan, Xiao Yonghui, Li Guozhen. Roadway hydraulic support for rockburst prevention in coal mine and its application. Journal of China Coal Society, 2020, 45(1): 90-99 (in Chinese)
    [30]
    Bandis SC, Lumsden AC, Barton NR. Fundamentals of rock joint deformation. International Journal of Rock Mechanics & Mining Sciences, 1983, 20(6): 249-268
    [31]
    Barton NR, Bandis SC, Bakhtar K. Strength, deformation and conductivity coupling of rock joints. International Journal of Rock Mechanics & Mining Sciences, 1985, 22(3): 121-140
    [32]
    Malama B, Kulatilake P. Models for normal fracture deformation under compressive loading. International Journal of Rock Mechanics & Mining Sciences, 2003, 40(6): 893-901
    [33]
    Adushkin VV, Spivak AA. Characteristic features of the deformation of a block medium during blasting. Soviet Mining Science, 1990, 26(2): 142-147 doi: 10.1007/BF02506527
    [34]
    李杰, 王明洋, 蒋海明等. 爆炸与冲击中的非线性岩石力学问题(Ⅰ): 一维块系岩体波动特性的试验研究. 岩石力学与工程学报, 2018, 37(1): 38-50 (Li Jie, Wang Mingyang, Jiang Haiming, et al. Nonlinear mechanical problems in rock explosion and shock. Part Ⅰ: Experimental research on properties of one-dimensional wave propagation in block rock masses. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(1): 38-50 (in Chinese)

    Li Jie, Wang Mingyang, Jiang Haiming, et al. Nonlinear mechanical problems in rock explosion and shock. Part Ⅰ: Experimental research on properties of one-dimensional wave propagation in block rock masses. Chinese Journal of Rock Mechanics and Engineering, 2018, 37(1): 38-50 (in Chinese)
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