Advanced Search
  • 全国中文核心期刊
  • 中国科技核心期刊
  • 美国工程索引（EI）收录期刊
  • Scopus数据库收录期刊
Volume 36 Issue 10
Turn off MathJax
Article Contents
Abstract
References
LIU Hong-yan, LÜ Shu-ran, ZHANG Li-min. Dynamic damage constitutive model for persistent jointed rock mass based on combination model method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1814-1821. DOI: 10.11779/CJGE201410008
Citation: LIU Hong-yan, LÜ Shu-ran, ZHANG Li-min. Dynamic damage constitutive model for persistent jointed rock mass based on combination model method[J]. Chinese Journal of Geotechnical Engineering, 2014, 36(10): 1814-1821. DOI: 10.11779/CJGE201410008
shu

Dynamic damage constitutive model for persistent jointed rock mass based on combination model method

  • 1. College of Engineering & Technology, China University of Geoseiences (Beijing), Beijing 100083, China;
    2. School of Engineering, Tibet University, Lasa 850000, China;
    3. Key Laboratory on Deep GeoDrilling Technology, Ministry of Land and Resources, Beijing 100083, China;
    4. School of Safety and Environment Engineering, Capital University of Economics and Business, Beijing 100026, China;
    5. Civil and Environmental Engineering School, University of Science and Technology Beijing, Beijing 100083, China;
    6. Hebei Chengde Iron and Steel Corporation, Chengde 067002, China

More Information
  • Received Date: November 26, 2013
  • Published Date: October 19, 2014
    Graphical Abstract
    • Abstract
  • According to the dynamic deformation characteristics of the persistent jointed rock mass and the relevant results of the existing rock dynamic constitutive models, the dynamic stress of the persistent jointed rock mass is regarded as the summation of two components, which are the static stress and the dynamic stress components respectively. The static stress component of the persistent jointed rock mass is simulated using three basic deformation components connecting in series such as the nonlinear component reflecting the rock mesoscopic damage, joint closure and shear deformation components. The dynamic stress component is simulated using the viscous component. Then the uniaxial dynamic compression damage constitutive model is set up. Next, according to the fact that the persistent jointed rock mass often shears to fail along the joint face under the uniaxial load, the joint shear failure criterion is introduced into the damage constitutive model established above to revise it, which can perfectly consider the effect of the joint shear strength on this model, and the uniaxial compression damage constitutive model of persistent jointed rock mass considering the joint shear strength is established finally. Then this model is adopted to calculate the mechanical properties of the persistent jointed rock mass under compression load, and the effect law of the joint dip angle on the rock mass uniaxial compression dynamic climax strength is especially discussed. The results show that the failure modes of the jointed rock mass
    • FullText(HTML)
    • References (27)
  • [1]
    LI Jian-chun, LI Hai-bo, MA Guo-wei. Stochastic seismic wave interaction with a rock joint having Coulomb-slip behavior[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2010, 2(4): 321-330.
    [2]
    廖志毅, 梁正召, 杨岳峰, 等. 刀具动态作用下节理岩体破坏过程的数值模拟[J]. 岩土工程学报, 2013, 35(6): 1147-1155. (LIAO Zhi-yi, LIANG Zheng-zhao, YANG Yue-feng, et al. Numerical simulation of fragmentation process of jointed rock mass induced by a drill bit under dynamic loading[J]. Chinese Journal of Geotechnical Engineering,2013, 35(6): 1147-1155. (in Chinese))
    [3]
    KUMAR A. The effect of stress rate and temperature on the strength of basalt and granite[J]. Geophys, 1968, 33(3): 501-510.
    [4]
    LI Jian-chun, MA Guo-wei, ZHAO Jian. An equivalent viscoelastic model for rock mass with parallel joints[J]. Journal of Geophysical Research, 2010, 115(B3): 1-10.
    [5]
    LU W B, YANG J H, YAN P. Dynamic response of rock mass induced by the transient release of in-situ stress[J]. International Journal of Rock Mechanics and Mining Sciences, 2012, 53(7): 129-141.
    [6]
    ZHANG Y H, FU X D, SHENG Q, et al. Study on elastic P-wave propagation law in unfavorable geologic structures with discontinuous deformation analysis method[J]. Arab J Geosci, 2013, 6(11): 4557-4564.
    [7]
    LINDHOLM U S, YEAKLEY L M, NAGY A. The dynamic strength and fracture properties of dresser basalt[J]. Int J Rock Mech Min Sci and Geomech Abstr, 1974, 11(2): 181-191.
    [8]
    JAEGER J C. Shear failure of anisotropic rocks[J]. Geological Magazine, 1960, 97(1): 65-79.
    [9]
    SAZID M, SINGH T N. Two-dimensional dynamic finite element simulation of rock blasting[J]. Arab J Geosci, 2013, 6(10): 3703-3708.
    [10]
    JIA Peng, ZHU Wan-cheng. Dynamic-static coupling analysis on rockburst mechanism in jointed rock mass[J]. Journal of Central South University, 2012, 19(11): 3285-3290.
    [11]
    曹文贵, 赵 衡, 张 玲, 等. 恒应变率下的岩石三轴动态变形过程模拟方法[J]. 岩土工程学报, 2010, 32(11): 1658-1664. (CAO Wen-gui, ZHAO Heng, ZHANG Ling, et al. Simulation method of dynamic triaxial deformation process for rock under invariable strain rate[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(11): 1658-1664. (in Chinese))
    [12]
    单仁亮, 薛友松, 张 倩. 岩石动态破坏的时效损伤本构模型[J]. 岩石力学与工程学报, 2003, 22(11): 1771-1776. (SHAN Ren-liang, XUE You-song, ZHANG Qian. Time dependent damage models of rock under dynamic loading[J]. Chinese Journal of Rock Mechanics and Engineering, 2003, 22(11): 1771-1776. (in Chinese))
    [13]
    朱道建, 杨林德, 蔡永昌. 节理岩体复合型多弱面软化模型的研究及实现[J]. 岩土工程学报, 2010, 32(2): 185-191. (ZHU Dao-jian, YANG Lin-de, CAI Yong-cang. Mixed multi-weakness plane softening model for jointed rock mass[J]. Chinese Journal of Geotechnical Engineering, 2010, 32(2): 185-191. (in Chinese))
    [14]
    GRADY D E, KIPP M A G. Continuum modeling of explosive fracture in oil shale[J]. Int Rock Mech Min Sci, 1980, 17(2): 147-157.
    [15]
    张 平, 李 宁, 贺若兰. 含裂隙类岩石材料的局部化渐进破损模型研究[J]. 岩石力学与工程学报, 2006, 25(10): 2043-2050. (ZHANG Ping, LI Ning, HE Ruo-lan. Research on localized progressive damage model for fractured rocklike materials[J]. Chinese Journal of Rock Mechanics and Engineering, 2006, 25(10): 2043-2050. (in Chinese))
    [16]
    李夕兵, 王卫华, 马春德. 不同频率载荷作用下的岩石节理本构模型[J]. 岩石力学与工程学报, 2007, 26(2): 247-253. (LI Xi-bing, WANG Wei-hua, MA Chun-de. Constitutive model of rock joints under compression loads with different frequencies[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(2): 247-253. (in Chinese))
    [17]
    WEIBULL W. A statistical distribution function of wide applicability[J]. J Applied Mech, 1951, 18(9): 293-297.
    [18]
    TANG Chun-an, TANG Shi-bin. Applications of rock failure process analysis (RFPA) method[J]. Journal of Rock Mechanics and Geotechnical Engineering, 2011, 3(4): 352-372.
    [19]
    夏才初, 孙宗颀. 工程岩体节理力学[M]. 上海: 同济大学出版社, 2002: 87-93. (XIA Cai-chu, SUN Zong-qi. Engineering rock mass joint mechanics[M]. Shanghai: Tongji Uniersity Press, 2002: 87-93. (in Chinese))
    [20]
    孙广忠. 岩体结构力学[M]. 北京: 科学出版社, 1988: 124-127. (SUN Guang-zhong. Structural mechanics of rock mass[M]. Beijing: Science Press, 1988. (in Chinese))
    [21]
    KULATILAKE PHSW, LIANG L, GAO H. Experimental and numerical simulations of jointed rock block strength under uniaxial loading[J]. J Eng Mech, 2001, 127(12): 1240-1247.
    [22]
    BARTON N. Review of a new shear strength criterion for rock joints [J]. Eng Geol, 1973, 7: 287-332.
    [23]
    凌建明, 孙 钧. 脆性岩石的细观裂纹损伤及其时效特征[J]. 岩石力学与工程学报, 1993, 12(4): 304-312. (LING Jian-ming, SUN Jun. On mesocrack damage of brittle rocks and its time-dependent characteristics[J]. Chinese Journal of Rock Mechanics and Engineering, 1993, 12(4): 304-312. (in Chinese))
    [24]
    WANG Tai-tien, HUANG Tsan-hwei. A constitutive model for the deformation of a rock mass containing sets of ubiquitous joints[J]. Int Journal of Rock Mechanics & Mining Sciences, 2009(46): 521-530.
    [25]
    肖树芳, 杨淑碧. 岩体力学[M]. 北京: 地质出版社, 1987: 59-65. (XIAO Shu-fang, YANG Shu-bi. Rock mass mechanics[M]. Beijing: Geological Publishing House, 1987: 59-65. (in Chinese))
    [26]
    王学滨. 节理倾角对单节理岩样变形破坏影响的数值模拟[J]. 四川大学学报(工程科学版), 2006, 38(2): 24-29. (WANG Xue-bin. Effect of joint inclination on deformation and failure of rock specimen with a single joint in plane strain compression[J]. Journal of Sichuan University (Engineering Science), 2006, 38(2): 24-29. (in Chinese))
    [27]
    陈 新, 廖志红, 李德建. 节理倾角及连通率对岩体强度、变形影响的单轴压缩试验[J]. 岩石力学与工程学报, 2011, 30(4): 781-789. (CHEN Xin, LIAO Zhi-hong, LI De-jian. Experimental study of effects of joint inclination angle and connectivity rate on strength and deformation properties of rock masses under uniaxial compression[J]. Chinese Journal of Rock Mechanics and Engineering, 2011, 30(4): 781-789. (in Chinese))
    • Related Articles
  • Supplements (0)

Catalog

    Get Citation
    PDF
    XML
    Article views (359) PDF downloads (453) Cited by()
    Related
    Copyright © 2010 Editorial By Chinese Journal of Geotechnical Engineering 苏ICP备05007122号-11公安联网备案号：32010602011255
    Editorial Office address：34 Hujuguan,Nanjing 210024,ChinaPostal Code：210024Tel：025-85829534，85829556E-mail: ge@nhri.cn

    /

    DownLoad:  Full-Size Img  PowerPoint
    Return
    Return