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Control Effect of Negative Poisson’s Ratio (NPR) Cable on Impact-Induced Rockburst with Different Strain Rates: An Experimental Investigation

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Abstract

Impact-induced rockburst hazards pose a severe threat to the construction safety of deep-buried, high-stress tunnels. Negative Poisson’s ratio (NPR) cable has the characteristics of strong energy absorption and impact resistance. In order to explore the control effect of NPR cable on impact-induced rockburst, this paper designed and developed a model NPR cable based on the similarity principle. With the help of the self-developed new true triaxial rockburst experimental apparatus, indoor simulation experiments of rockburst under dynamic disturbance at varying strain rates were conducted. The rockburst characteristics under the conditions of NPR cable support were compared to those without support. On rockburst, the influence mechanism of strain rate and NPR support was discussed. The results indicate that the rock strength and rockburst intensity increase as the strain rate of dynamic disturbance increases. The support of NPR cables enhances energy dissipation and rock fragmentation, as well as increases the strength of the rock. Importantly, with NPR support, the energy release rate during rock failure slows, which significantly minimizes the rockburst intensity (kinetic energy release). The research results provide reference and guidance for the engineering practice of rockburst control.

Highlights

  • A cable model with negative Poisson’s ratio (NPR) structure effect was developed and its mechanical properties were verified.

  • The experiments of rockburst caused by dynamic disturbance with different strain rates were carried out, and the situation with or without NPR support was compared.

  • With the increase of strain rate of dynamic disturbance, rock strength and rockburst intensity increase.

  • NPR cable improves rock-bearing capacity and effectively reduces rockburst intensity by enhancing fracture and reducing energy release.

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References

  • Bažant ZP, Bai SP, Gettu R (1993) Fracture of rock: effect of loading rate. Eng Fract Mech 45(3):393–398

    Google Scholar 

  • Cai MF, Wang JA, Wang SH et al (2001) Analysis on energy distribution and prediction of rock burst during deep mining excavation in Linglong gold mine. Chin J Rock Mech Eng 20(1):38–42 (in Chinese)

    Google Scholar 

  • Cai M, Kaiser PK, Suorineni F, Su K (2007) A study on the dynamic behavior of the Meuse/haute-Marne argillite. Phys Chem Earth 32:907–916

    Google Scholar 

  • Cheng T, He MC, Li HR et al (2023) Experimental investigation on the influence of a single structural plane on rockburst. Tunn Undergr Space Technol 132:104914

    Google Scholar 

  • Cook NGW, Hoek EP, Pretorius JPG et al (1966) Rock mechanics applied to the study of rockbursts. J S Afr Inst Min Metall 66(10):435–528

    Google Scholar 

  • Feng XT, Liu JP, Chen BR, Xiao YX, Feng GL, Zhang FP (2017) Monitoring, warning, and control of rockburst in deep metal mines. Engineering 3(4):538–545

    Google Scholar 

  • Gong FQ, Wang YL, Luo S (2020) Rockburst proneness criteria for rock materials: Review and new insights. J Central South Univ 27(10):2793–2821

    Google Scholar 

  • He MC, Miao JL, Feng JL (2010) Rock burst process of limestone and its acoustic emission characteristics under true-triaxial unloading conditions. Int J Rock Mech Min Sci 47(2):286–298

    Google Scholar 

  • He MC, Xia HM, Jia XN et al (2012) Studies on classification, criteria and control of rockbursts. J Rock Mech Geotech Eng 4(2):97–114

    Google Scholar 

  • He MC, Gong WL, Wang J, Qi P et al (2014) Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance. Int J Rock Mech Min Sci 67:29–42

    Google Scholar 

  • He MC, Ren FQ, Liu DQ (2018) Rockburst mechanism research and its control. Int J Min Sci Technol 28:829–837

    Google Scholar 

  • He MC, Li JY, Liu DQ et al (2021) A novel true triaxial apparatus for simulating strain bursts under high stress. Rock Mech Rock Eng 54:759–775

    Google Scholar 

  • He MC, Cheng T, Qiao YF et al (2022a) A review of rockburst: experiments, theories, and simulations. J Rock Mech Geotech Eng. https://doi.org/10.1016/j.jrmge.2022.07.014

    Article  Google Scholar 

  • He MC, Ren SL, Xu HT et al (2022b) Experimental study on the shear performance of quasi-NPR steel bolted rock joints. J Rock Mech Geotech Eng https://doi.org/10.1016/jjrmge202203011

  • Hudson JA, Crouch SL, Fairhurst C (1972) Soft, stiff and servo-controlled testing machines: a review with reference to rock failure. Eng Geol 6(3):155–189

    Google Scholar 

  • Kaiser PK, Cai M (2012) Design of rock support system under rockburst condition. J Rock Mech Geotech Eng 4(3):215–227

    Google Scholar 

  • Kang LJ, Li H, Li C, Xiao N et al (2021) Risk warning technologies and emergency response mechanisms in Sichuan-Tibet Railway construction. Front Eng Manag 8:582–594

    Google Scholar 

  • Keneti A, Sainsbury BA (2018) Review of published rockburst events and their contributing factors. Eng Geol 246:361–373

    Google Scholar 

  • Konicek P, Soucek K, Stas L, Singh R (2013) Long-hole destress blasting for rockburst control during deep underground coal mining. Int J Rock Mech Min Sci 61:141–153

    Google Scholar 

  • Li CC (2010) A new energy-absorbing bolt for rock support in high stress rock masses. Int J Rock Mech Min Sci 47(3):396–404

    Google Scholar 

  • Li CC (2019) Rockburst conditions and rockburst support. Chin J Rock Mech Eng 38(4):674–682 (in Chinese)

    Google Scholar 

  • Li CC (2021) Principles and methods of rock support for rockburst control. J Rock Mech Geotech Eng 13(1):46–59

    Google Scholar 

  • Li XB, Zhou ZL, Lok TS, Hong L, Ying TB (2008) Innovative testing technique of rock subjected to coupled static and dynamic loads. Int J Rock Mech Min Sci 45(5):739–748

    Google Scholar 

  • Li TB, Ma CC, Zhu ML, Meng LB, Chen GQ (2017) Geomechanical types and mechanical analyses of rockbursts. Eng Geol 222:72–83

    Google Scholar 

  • Li HR, Qiao YF, Shen RX, He MC et al (2021a) Effect of water on mechanical behavior and acoustic emission response of sandstone during loading process: phenomenon and mechanism. Eng Geol 294:106386

    Google Scholar 

  • Li HR, Shen RX, Qiao YF, He MC (2021b) Acoustic emission signal characteristics and its critical slowing down phenomenon during the loading process of water-bearing sandstone. J Appl Geophys 194:104458

    Google Scholar 

  • Li XL, Chen SJ, Wang EY, Li ZH (2021c) Rockburst mechanism in coal rock with structural surface and the microseismic (MS) and electromagnetic radiation (EMR) response. Eng Fail Anal 124:105396

    Google Scholar 

  • Li HR, Qiao YF, Shen RX, He MC (2022) Electromagnetic radiation signal monitoring and multi-fractal analysis during uniaxial compression of water-bearing sandstone. Measurement 196:111245

    Google Scholar 

  • Liang CY, Wu SR, Li X, Xin P (2015) Effect of strain rate on fracture characteristics and mesoscopic failure mechanisms of granite. Int J Rock Mech Min Sci 76:146–154

    Google Scholar 

  • Luo Y, Gong FQ, Liu DQ, Wang SY, Si XF (2019) Experimental simulation analysis of the process and failure characteristics of spalling in D-shaped tunnels under true-triaxial loading conditions. Tunn Undergr Space Technol 90:42–61

    Google Scholar 

  • Niu WJ, Feng XT, Feng GL, Xiao YX, Yao ZB, Zhang W, Hu L (2022) Selection and characterization of microseismic information about rock mass failure for rockburst warning in a deep tunnel. Eng Fail Anal 131:105910

    Google Scholar 

  • Ortlepp WD, Stacey TR (1994) Rockburst mechanisms in tunnels and shaft. Tunn Undergr Space Technol 9(1):59–65

    Google Scholar 

  • Sakhno OU, Zhou PY (1987) A new type of let-down anchor. China Energy Environ 643 Protect 1987(5):42–43

  • Sepehri M, Apel DB, Adeeb S, Leveille P, Hall RA (2020) Evaluation of mining-induced energy and rockburst prediction at a diamond mine in Canada using a full 3D elastoplastic finite element model. Eng Geol 266:105457

    Google Scholar 

  • Singh SP (1988) Burst energy release index. Rock Mech Rock Eng 21(2):149–155

    Google Scholar 

  • Su GS, Feng XT, Wang JH, Jiang JQ, Hu LH (2017) Experimental study of remotely triggered rockburst induced by a tunnel axial dynamic disturbance under true-triaxial conditions. Rock Mech Rock Eng 50:2207–2226

    Google Scholar 

  • Su GS, Hu LH, Feng XT, Yan LB et al (2018) True triaxial experimental study of rockbursts induced by ramp and cyclic dynamic disturbances. Rock Mech Rock Eng 51:1027–1045

    Google Scholar 

  • Su GS, Jiang JQ, Feng XT, Jiang Q, Chen ZY, Mo JH (2019) Influence of loading rate on strainburst: an experimental study. Bull Eng Geol Env 78:3559–3573

    Google Scholar 

  • Sun XM, Zhang B, Yang K, Guo PF, Tao ZG (2022) Large deformation mechanism of foliated rock and NPR anchor cable support technology in the Changning tunnel: a case study. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-022-03010-7

    Article  Google Scholar 

  • Tao ZG, Luo SL, Qiao YF, He MC (2021a) Key factors analysis and constitutive equation modification of a macro-NPR bolt for achieving high constant resistance and large deformation characteristics. Int J Rock Mech Min Sci 147:104911

    Google Scholar 

  • Tao ZG, Zhu C, He MC, Karakus M (2021b) A physical modeling-based study on the control mechanisms of Negative Poisson’s ratio anchor cable on the stratified toppling deformation of anti-inclined slopes. Int J Rock Mech Min Sci 138:104632

    Google Scholar 

  • Varden R, Lachenicht R, Player J et al (2008) Development and implementation of the Garford dynamic bolt at the Kanowna Belle Mine. In: 10th underground operators’ conference, Launceston, Australia

  • Wang Q, He MC, Li SC, Jiang ZH, Wang Y, Qin Q, Jiang B (2021a) Comparative study of model tests on automatically formed roadway and gob-side entry driving in deep coal mines. Int J Min Sci Technol 31(4):591–601

    Google Scholar 

  • Wang XR, Pouyan A, Chen H, Labuz JF (2021b) Microcracking in tensile fracture of a brittle rock. Eng Fract Mech 251(107789):1–16

    Google Scholar 

  • Wang XR, Wang EY, Liu XF (2021c) Failure mechanism of fracture rock and associated acoustic behaviors under different loading rates. Eng Fract Mech 247(107674):1–15

    Google Scholar 

  • Wawersik WR, Fairhurst C (1970) A study of brittle rock fracture in laboratory compression experiments. Int J Rock Mech Min Sci 7(5):561–575

    Google Scholar 

  • Wu J, Zhang XY, Yu LY, Zhang LW, Wu T (2022) Rockburst mechanism of rock mass with structural planes in underground chamber excavation. Eng Fail Anal 139:106501

    Google Scholar 

  • Wu Y, Oldsen J (2010) Development of a new yielding rock bolt-Yield-Lok bolt. In: 44th US rock mechanics symposium and 5th US-Canada rock mechanics symposium

  • Xie HP, Zhu JB, Zhou T, Zhang K, Zhou CT (2020) Conceptualization and preliminary study of engineering disturbed rock dynamics. Geomech Geophys Geoenergy Georesour 6(3):51

    Google Scholar 

  • Xie HP, Zhang R, Ren L, Zhang AL et al (2022) Analysis and thoughts on surrounding rock mass catastrophe of deep-buried tunnels along Sichuan—Tibet Railway. Adv Eng Sci 54(2):1–20 (in Chinese)

    Google Scholar 

  • Xu ZX, Zhang LG, Jiang LW, Wang K et al (2021) Engineering geological environment and main engineering geological problems of Ya’an—Linzhi section of the Sichuan—Tibet Railway. Adv Eng Sci 53(3):29–42 (in Chinese)

    Google Scholar 

  • Zhang ZX, Kou SQ, Jiang LG, Lindqvist PA (2000) Effects of loading rate on rock fracture: fracture characteristics and energy partitioning. Int J Rock Mech Min Sci 37:745–762

    Google Scholar 

  • Zhu C, He MC, Karakus M, Zhang XH, Tao ZG (2021) Numerical simulations of the failure process of anaclinal slope physical model and control mechanism of negative Poisson’s ratio cable. Bull Eng Geol Env 80:3365–3380

    Google Scholar 

Download references

Acknowledgements

This research is supported by the National Natural Science Foundation of China (41941018), the Foundation of State Key Laboratory for Geomechanics and Deep Underground Engineering (Grant No. SKLGDUEK 2217), and the Collaborative Innovation Center for Prevention and Control of Mountain Geological Hazards of Zhejiang Province (PCMGH-2022-03).

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Authors and Affiliations

  1. Department of Geotechnical Engineering, College of Civil Engineering, Tongji University, Shanghai, 200092, China

    Jie Hu, Manchao He, Hongru Li & Tai Cheng

  2. State Key Laboratory for Geomechanics and Deep Underground Engineering, China University of Mining and Technology, Beijing, 100083, China

    Jie Hu, Manchao He, Zhigang Tao, Dongqiao Liu & Di Peng

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  1. Jie Hu
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  2. Manchao He
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  3. Hongru Li
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  4. Tai Cheng
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  5. Zhigang Tao
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  6. Dongqiao Liu
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  7. Di Peng
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Correspondence to Hongru Li.

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Hu, J., He, M., Li, H. et al. Control Effect of Negative Poisson’s Ratio (NPR) Cable on Impact-Induced Rockburst with Different Strain Rates: An Experimental Investigation. Rock Mech Rock Eng 56, 5167–5180 (2023). https://doi.org/10.1007/s00603-023-03324-0

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