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摆型波传播过程块系岩体能量传递规律研究

王凯兴, 潘一山, 窦林名

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[J]. 岩土工程学报, 2016, 38(12): 2309-2314. DOI: 10.11779/CJGE201612021
引用本文: 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[J]. 岩土工程学报, 2016, 38(12): 2309-2314. DOI: 10.11779/CJGE201612021
WANG Kai-xing, PAN Yi-shan, DOU Lin-ming. Energy transfer in block-rock mass during propagation of pendulum-type waves[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2309-2314. DOI: 10.11779/CJGE201612021
Citation: WANG Kai-xing, PAN Yi-shan, DOU Lin-ming. Energy transfer in block-rock mass during propagation of pendulum-type waves[J]. Chinese Journal of Geotechnical Engineering, 2016, 38(12): 2309-2314. DOI: 10.11779/CJGE201612021

摆型波传播过程块系岩体能量传递规律研究  English Version

基金项目: 国家自然科学基金项目(51404129; 51174107); 煤炭资源与安全开采国家重点实验室开放基金项目(SKLCRSM15KF05)
详细信息
    作者简介:

    王凯兴(1984- ),男,辽宁丹东人,博士,主要从事冲击地压和块系岩体动力传播研究。E-mail: kaixing_wang@163.com。

Energy transfer in block-rock mass during propagation of pendulum-type waves

  • 摘要: 深部岩体工程存在一种特殊的岩体动力现象即摆型波传播现象,摆型波在岩体中低频低速传播并伴随着较大的岩体能量传递。针对摆型波传播过程块系岩体的能量传递规律,基于深部岩体的非连续自平衡应力等级块系构造理论,研究摆型波传播过程块系岩体中岩块与其周围软弱介质之间的能量转化规律,分析自应力块系岩体中的能量传递规律。经分析得到:摆型波传播过程块系岩体的能量转化表现为岩块的动能和其周围软弱介质的势能之间存在相互转化,动能和势能在相互转化过程中不断向前传递,给出块系岩体能量传递与转化的表达式,并通过计算分析得到块系岩体局部区域能量变化呈现周期递减规律以及整个块系岩体的动能和势能变化符合指数耗散规律。
    Abstract: The pendulum-type wave is a special rock mass dynamic phenomenon in deep rock mass engineering. It is the propagation with low frequency and low speed in rock mass, which carries the obvious energy propagation. According to the energy transfer rules in the propagation process of pendulum-type waves in block-rock mass, the laws of the energy transformation between rock block and nearby weak medium is studied based on the block-hierarchical theory of deep rock mass which is composed of discontinuous and self-balance stress block-rock. The laws of energy transfer in block-rock mass with self-balance stress are investigated through analysis. The energy conversion in the block-rock mass is the mutual transformation between the kinetic energy of the rock block and the elastic potential energy of the nearby weak medium during propagation of pendulum-type waves. The kinetic energy and elastic potential energy transfer forward on during mutual transformation of energy. The expression for energy transfer and transformation in block-rock mass is given. Through calculation and analysis, the laws of energy variation in local area exhibits cyclic attenuation, and the variation and dissipation of kinetic energy and elastic potential energy have exponential relationship in the whole block-rock mass.
  • [1] SADOVSKY M A. Natural lumpiness of rock[J]. Dokl Akad Nauk, 1979, 247(4): 21-29.
    [2] KURLENYA M V, OPARIN V N, VOSTRIKOV V I. On formation of elastic wave packages under impulse excitation of block media[J]. Dokl Akad Nauk SSSR, 1993, 333(4): 1-7.
    [3] KURLENYA M V, OPARIN V N, OSTRIKOV V I. Pendulum type waves, part I. State of the problem and measuring instrument and computer complex[J]. Journal of Mining Science, 1996, 32(3): 159-163.
    [4] KURLENYA M V, OPARIN V N, OSTRIKOV V I. Geomechnics, problems of nonlinear geomechnics part I[J]. Journal of Mining Science, 1999, 36(4): 12-16.
    [5] KURLENYA M V, OPARIN V N, OSTRIKOV V I. Rock mechanics.Geomechanical conditions for quasi-resonances in geomaterials and block media[J]. Journal of Mining Science, 1998, 34(5): 379-386.
    [6] KURLENYA M V, OPARIN V N. Geomechanics,problems of nonlinear geomechnics part II[J]. Journal of Mining Science, 2000, 36(4): 305-326.
    [7] ALEKSANDROVA N I, CHERNIKOV A G, SHER E N. Experimental investigation into the one-dimensional calculated model of wave propagationin block medium[J]. Journal of Mining Science, 2005, 41(3): 232-239.
    [8] ALEKSANDROVA N I, SHER E N. Modeling of wave propagation in block media[J]. Journal of Mining Science, 2004, 40(6): 579-587.
    [9] ALEKSANDROVA N I. Elastic wave propagation in block medium under impulse loading[J]. Journal of Mining Science, 2003, 39(6): 556-564.
    [10] ALEKSANDROVA N I, CHERNIKOV A G, SHER E N. On attenuation of pendulum type waves in block rock mass[J]. Journal of Mining Science, 2004, 42(5): 468-475.
    [11] SLEPYAN L I. Nonstationary elastic waves[M]. Leningrad: Sudostroenie, 1972. (in Russian)
    [12] SLEPYAN L I, YAKOCLEV Yu S. Integral transformations in nonstationary problems of mechanics[M]. Leningrad: Sudostroenie, 1980. (in Russian)
    [13] ALEKSANDROVA N I. Elastic wave propagation in block medium under impulse loading[J]. Journal of Mining Science, 2003, 39(6): 556-564.
    [14] 钱七虎. 深部地下空间开发中的关键科学问题[R]. 南京: 解放军理工大学, 2004. (QIAN Qi-hu. The key scientific problems of deep underground space development[R]. Nanjing: PLA University of Science and Technology, 2014. (in Chinese))
    [15] 王明洋, 戚承志, 钱七虎. 深部岩体块系介质变形与运动特性研究[J]. 岩石力学与工程学报, 2005, 24(16): 2825-2830. (WANG Ming-yang, QI Cheng-zhi, QIAN Qi-hu. Study on deformation and motion characteristics of blocks in deep rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(16): 2825-2830. (in Chinese))
    [16] 王明洋, 周泽平, 钱七虎. 深部岩体的构造和变形与破坏问题[J]. 岩石力学与工程学报, 2006, 25(3): 448-455. (WANG Ming-yang, ZHOU Ze-ping, QIAN Qi-hu. Tectonic, deformation and failure problems of deep rock mass[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(3): 448-455. (in Chinese))
    [17] 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[J]. 岩石力学与工程学报, 2008, 27(3): 601-606. (WANG De-rong, LU Yu-sheng, FENG Shu-fang, et al. Development of multipurpose test system for dynamic behaviors of deep rock masses[J]. Chinese Journal of Rock Mechanics and Engineering, 2008, 27(3): 601-606. (in Chinese))
    [18] 戚承志, 钱七虎, 王明洋, 等. 岩体的构造层次及其成因[J]. 岩石力学与工程学报, 2005, 24(16): 2838-2846. (QI Cheng-zhi, QIAN Qi-hu, WANG Ming-yang, et al. Structural hierarchy of rock massif and mechanism of its formation[J]. Chinese Journal of Rock Mechanics and Engineering, 2005, 24(16): 2838-2846. (in Chinese))
    [19] 吴 昊, 方 秦, 于冬勋. 深部块系岩体摆型波现象的研究进展[J]. 力学进展, 2008, 38(5): 601-609. (WU Hao, FANG Qin, YU Dong-xun. Advances in the study on pendulum-type wave phenomenon in the deep block rock mass[J]. Advances in Mechanics, 2008, 38(5): 601-609. (in Chinese))
    [20] 潘一山, 王凯兴, 肖永惠. 基于摆型波理论的防冲支护设计[J]. 岩石力学与工程学报, 2013, 32(8): 1537-1543. (PAN Yi-shan, WANG Kai-xing, XIAO Yong-hui. Design of anti-scour support based on theory of pendulum-type wave[J]. Chinese Journal of Rock Mechanics and Engineering, 2013, 32(8): 1537-1543. (in Chinese))
    [21] 潘一山, 王凯兴. 岩块尺度对摆型波传播影响研究[J]. 岩石力学与工程学报, 2012, 31(增刊2): 3459-3465. (PAN Yi-shan, WANG Kai-xing. Study effect of block-rock scale on pendulum-typewave propagation[J]. Chinese Journal of Rock Mechanics and Engineering, 2012, 31(S2): 3459-3465. (in Chinese))
    [22] ALEKSANDROVA N I, SHER E N, CHERNIKOV A G. Effect of viscosity of partings in block-hierarchical media on propagation of low-frequency pendulum waves[J]. Journal of Mining Science, 2008, 44(3): 225-234.
    [23] KURLENYA M V, OPARIN V N, OSTRIKOV V I. Geomechanical conditions for quasi-resonances in geomaterials and block media[J]. Journal of Mining Science, 1998, 34(5): 379-386.
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出版历程
  • 收稿日期:  2015-10-16
  • 发布日期:  2016-12-24

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