• BLASTING
  • Vol. 40, Issue 3, 68 (2023)
WU Bo1, REN Zi-ming1, LIU Cong1, XU Shi-xiang2..., XIA Cheng-ming3, ZHUANG Yan-zhen3 and LIN Feng3|Show fewer author(s)
Author Affiliations
  • 1[in Chinese]
  • 2[in Chinese]
  • 3[in Chinese]
  • show less
    DOI: 10.3963/j.issn.1001-487x.2023.03.010 Cite this Article
    WU Bo, REN Zi-ming, LIU Cong, XU Shi-xiang, XIA Cheng-ming, ZHUANG Yan-zhen, LIN Feng. Determination of Johnson-Holmquist-Ⅱ Constitutive Model Parameters and Study on Tunnel Surrounding Rock Damage under Coupling of Dynamic and Static Loads[J]. BLASTING, 2023, 40(3): 68 Copy Citation Text show less
    References

    [1] SALUM A H,MURTHY V M S R.Optimising blast pulls and controlling blast-induced excavation damage zone in tunnelling through varied rock classes[J].Tunnelling and Underground Space Technology,2019,85: 307-318.

    [2] ZHUANG H,YANG J,CHEN S,et al.Statistical numerical method for determining seismic performance and fragility of shallow-buried underground structure[J].Tunnelling and Underground Space Technology,2021,116: 104090.

    [3] CHENG R,CHEN W,HAO H,et al.A state-of-the-art review of road tunnel subjected to blast loads[J].Tunnelling and Underground Space Technology,2021,112: 103911.

    [4] JOHNSON G R,HOLMQUIST T J.An improved computational constitutive model for brittle materials[C]∥AIP Conference Proceedings.Colorado Springs,Colorado(USA): AIP,1994,309(1): 981-984.

    [5] MA G W,AN X M.Numerical simulation of blasting-induced rock fractures[J].International Journal of Rock Mechanics and Mining Sciences,2008,45(6): 966-975.

    [6] WANG J,YIN Y,ESMAIELI K.Numerical simulations of rock blasting damage based on laboratory-scale experiments[J].Journal of Geophysics and Engineering,2018,15(6): 2399-2417.

    [7] GHAREHDASH S,BARZEGAR M,PALYMSKIY I B,et al.Blast induced fracture modelling using smoothed particle hydrodynamics[J].International Journal of Impact Engineering,2020,135: 103235.

    [8] PU C,YANG X,ZHAO H,et al.Numerical investigation on crack propagation and coalescence induced by dual-borehole blasting[J].International Journal of Impact Engineering,2021,157: 103983.

    [9] MISHRA S,YADAV H,CHAKRABORTY T,et al.Physio-mechanical characterization of limestone and dolomite for its application in blast analysis of tunnels[J].Journal of Engineering Mechanics,2022,148(5): 04022019.

    [11] JTGD70-2004 Code for design of road tunnel[S].Beijing: China Communications Press,2004.(in Chinese)

    [13] GB/T 50218-2014 Standard for engineering classification of rock masses[S].Beijing: China Planning Press, 2014.(in Chinese)

    [15] WANG Ru-jiang,REN Meng,LIU Jin-song,et al.Study on correlation between rock wave velocity and strength parameters[J].Mining Research and Development,2021,41(9): 87-91.(in Chinese)

    [16] BANADAKI M M D.Stress-wave induced fracture in rock due to explosive action[D].Canada: University of Toronto,2010.

    [17] KINGSBURY S J.The dynamic properties of the Atlanta stone mountain granite[C]∥AIP Conference Proceedings.Portland,Oregon(USA): AIP,2004: 1454-1457.

    [18] YUAN F,PRAKASH V.Plate impact experiments to investigate shock-induced inelasticity in westerly granite[J].International Journal of Rock Mechanics and Mining Sciences,2013,60: 277-287.

    [19] NELLIS W J.Dynamic compression of materials: metallization of fluid hydrogen at high pressures[J].Reports on Progress in Physics,2006,69(5): 1479-1580.

    [20] WANG J,YIN Y,LUO C.Johnson-holmquist-ii(jh-2) constitutive model for rock materials: parameter determination and application in tunnel smooth blasting[J].Applied Sciences,2018,8(9): 1675.

    [21] XIE L X,LU W B,ZHANG Q B,et al.Analysis of damage mechanisms and optimization of cut blasting design under high in-situ stresses[J].Tunnelling and Underground Space Technology,2017,66: 19-33.

    [22] CHI L Y,ZHANG Z-X,AALBERG A,et al.Measurement of shock pressure and shock-wave attenuation near a blast hole in rock[J].International Journal of Impact Engineering,2019,125: 27-38.

    [24] JIANG Zong-lin.Gaseous detonation physics and its universal framework theory[M].Beijing: Science Press,2020.(in Chinese)

    [25] DEHGHAN BANADAKI M M,MOHANTY B.Numerical simulation of stress wave induced fractures in rock[J].International Journal of Impact Engineering,2012,40: 16-25.

    [26] BARANOWSKI P,KUCEWICZ M,GIELETA R,et al.Fracture and fragmentation of dolomite rock using the jh-2 constitutive model: parameter determination,experiments and simulations[J].International Journal of Impact Engineering,2020,140: 103543.

    [27] XIA K,NASSERI M H B,MOHANTY B,et al.Effects of microstructures on dynamic compression of barre granite[J].International Journal of Rock Mechanics and Mining Sciences,2008,45(6): 879-887.

    [28] HOLMQUIST T J,TEMPLETON D W,BISHNOI K D.Constitutive modeling of aluminum nitride for large strain,high-strain rate,and high-pressure applications[J].International Journal of Impact Engineering,2001,25(3): 211-231.

    [29] AI H A,AHRENS T J.Simulation of dynamic response of granite: a numerical approach of shock-induced damage beneath impact craters[J].International Journal of Impact Engineering,2006,33(1-12): 1-10.

    [30] ZHU F,ZHAO J.Peridynamic modelling of blasting induced rock fractures[J].Journal of the Mechanics and Physics of Solids,2021,153: 104469.

    [31] XIA Y M,GUO B,CONG G Q,et al.Numerical simulation of rock fragmentation induced by a single tbm disc cutter close to a side free surface[J].International Journal of Rock Mechanics and Mining Sciences,2017,91: 40-48.

    [32] CHI L Y,ZHANG Z-X,AALBERG A,et al.Experimental investigation of blast-induced fractures in rock cylinders[J].Rock Mechanics and Rock Engineering,2019,52(8): 2569-2584.

    [33] LU W,YANG J,CHEN M,et al.An equivalent method for blasting vibration simulation[J].Simulation Modelling Practice and Theory,2011,19(9): 2050-2062.

    [35] YANG Jian-hua,LU Wen-bo,CHEN Ming,et al.An equivalent simulation method for blasting vibration of surrounding rock[J].Explosion and Shock Waves,2012,32(2): 157-163.(in Chinese)

    [37] YANG Jian-hua,LU Wen-bo,CHEN Ming,et al.An equivalent simulation method for whole time-history blasting vibration[C]∥Tenth National Academic Conference on Engineering Blasting.New Technology of Blasting in China Ⅲ,Guangzhou: Chinese Society of Theoretical and Applied Mechanics,2012: 87-92.(in Chinese)

    [38] JI L,ZHOU C,LU S,et al.Numerical studies on the cumulative damage effects and safety criterion of a large cross-section tunnel induced by single and multiple full-scale blasting[J].Rock Mechanics and Rock Engineering,2021,54(12): 6393-6411.

    [40] ZHAO Wan-ting,LU Wen-bo,YANG Jian-hua,et al.Comparison of equivalent load in boundaries in deep-hole bench blasting vibration simulation[J].Blasting,2012,29(2): 10-14,122.(in Chinese)

    [42] RONG Yao.The Numerical simulation propagation of stress waves in the country rock under blast loading[C]∥A Collection of Papers on the Birthday of Academician Sun Jun,2006: 781-787.(in Chinese)

    [43] LU W,YANG J,YAN P,et al.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: 129-141.

    [45] WANG Xin,Zhang Chang-suo.Parameter calibration method of industrial explosive material based on ANSYS /LS-DYNA[J].Blasting,2022,39(1): 36-42,50.(in Chinese)

    [47] YUAN Zeng-sen,XU Zhen-yang,PAN Bo,et al.Discrete element simulation of blasting damage characteristics of granite under different decoupling coefficients[J].Chinese Journal of High Pressure Physics,2022,36(1): 202-212.(in Chinese)

    WU Bo, REN Zi-ming, LIU Cong, XU Shi-xiang, XIA Cheng-ming, ZHUANG Yan-zhen, LIN Feng. Determination of Johnson-Holmquist-Ⅱ Constitutive Model Parameters and Study on Tunnel Surrounding Rock Damage under Coupling of Dynamic and Static Loads[J]. BLASTING, 2023, 40(3): 68
    Download Citation