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Experimental Study on Mechanical Properties of Fully Bonded Bolts with Varied Bond Length

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Abstract

The fully bonded bolting method is widely applied in geotechnical engineering areas and is considered as an efficient approach due to its better loading capacity compared with end-anchored methods. However, the mechanical property of fully bonded bolt under various bond lengths is still unclear. This study comprises a mixed methodology of laboratorial experiments and theoretical analysis to discuss the mechanical law of fully bonded bolts under different bond lengths. Results show that the plastic debonding at the interface tends to expand as the bond length increases. Moreover, the undergoing time of the yield stage, which is between the initial and peak force stages, shows an increasing trend that is also applicable to the corresponding pull-out displacement. We have also identified that AE capturing indicated that intense energy events/values are easy to identify when the bond length increases, a phenomenon; that is closely related to the longer frictional process of the specimens with longer bond length. This study provides a reference for the design of fully bonded bolts, that is, the bond length should be carefully considered to avoid the premature failure of bolting systems due to progressive debonding.

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Fig. 1

(reproduced from literature Yang et al. (2020))

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(reproduced from Feng et al. (2018))

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Fig. 10

(Each specimen in the figure is taken from the experimental results of the specimen with smaller dispersion in each group.)

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Data Availability

Data is contained within the article.

Abbreviations

AE:

The acoustic emission

References

  • Chen J, Hagan PC, Saydam S (2017) Sample diameter effect on bonding capacity of fully grouted cable bolts. Tunn Undergr Sp Technol 68:238–243

    Article  Google Scholar 

  • Chen J, Saydam S, Hagan PC (2018a) Numerical simulation of the pull-out behaviour of fully grouted cable bolts. Constr Build Mater 191:1148–1158

    Article  Google Scholar 

  • Chen L, Mao XB, Chen YL (2018b) Mechanical characteristics analysis of fully anchored bolts considering different post-peak failure modes of surrounding rock. J China Coal Soc 43:923–930

    Google Scholar 

  • Chen Y, Wen GP, Hu JH (2020) Analysis of deformation characteristics of fully grouted rock bolts under pull-and-shear loading. Rock Mech Rock Eng 53:2981–2993

    Article  Google Scholar 

  • Du YL, Feng GR, Kang HP, Zhang XH, Zhang YJ, Shi XD, Wen XZ (2020) Investigation on the mechanical behavior and failure characteristics of fully grouted bolts under tension. Energy Source A. https://doi.org/10.1080/15567036.2020.1829194

    Article  Google Scholar 

  • Feng XW, Zhang N, Yang S, He FZ (2018) Mechanical response of fully bonded bolts under cyclic load. Int J Rock Mech Min Sci 109:138–154

    Article  Google Scholar 

  • Feng XW, Zhang N, Xue F, **e ZZ (2019) Practices, experience, and lessons learned based on field observations of support failures in some Chinese coal mines. Int J Rock Mech Min Sci. https://doi.org/10.1016/j.ijrmms.2019.104097

    Article  Google Scholar 

  • Han CL, Zhang N, Li BY, Si GY, Zheng XG (2015) Pressure relief and structure stability mechanism of hard roof for gob-side entry retaining. J Cent South Univ 22:4445–4455

    Article  Google Scholar 

  • Høien AH, Li CC, Zhang N (2021) Pull-out and critical embedment length of grouted rebar rock bolts-mechanisms when approaching and reaching the ultimate load. Rock Mech Rock Eng. https://doi.org/10.1007/s00603-020-02318-6

    Article  Google Scholar 

  • Kang HP (2014) Support technologies for deep and complex roadways in underground coal mines: a review. Int J Coal Sci Technol 1:261–277

    Article  Google Scholar 

  • Li CC, Kristjansson G, Hoien AH (2016) Critical embedment length and bond strength of fully encapsulated rebar rockbolts. Tunn Undergr Sp Technol 59:16–23

    Article  Google Scholar 

  • Li YM, Zhao CX, Cong L, Meng XR, Dong CL (2019) Analysis of stress distribution characteristics of fully anchored bolt based on actual surrounding rock deformation. J China Coal Soc 44:2966–2973

    Google Scholar 

  • Martin LB, Tijani M, Hadj-Hassen F (2011) A new analytical solution to the mechanical behaviour of fully grouted rockbolts subjected to pull-out tests. Constr Build Mater 25:749–755

    Article  Google Scholar 

  • Martin LB, Tijani M, Hadj-Hassen F, Noiret A (2013) Assessment of the bolt-grout interface behaviour of fully grouted rockbolts from laboratory experiments under axial loads. Int J Rock Mech Min Sci 63:50–61

    Article  Google Scholar 

  • Meng XR, Zhang RF, Li YM, Jiang W, Yuan YH, Ji GQ (2019) Stress distribution law and influence factors of full-length anchorage FRP bolts. J Min Saf Eng 36:678–684

    Google Scholar 

  • Miu XX, Qian MG (2009) Research on green mining of coal resources in China: current status and future prospects. J Min Saf Eng 26:1–14

    Google Scholar 

  • Nemcik J, Ma S, Aziz N, Ren T, Geng X (2014) Numerical modelling of failure propagation in fully grouted rock bolts subjected to tensile load. Int J Rock Mech Min Sci 71:293–300

    Article  Google Scholar 

  • Nie W, Zhao ZY, Ma SQ, Guo W (2018) Effects of joints on the reinforced rock units of fully-grouted rockbolts. Tunn Undergr Sp Technol 71:15–26

    Article  Google Scholar 

  • Nie W, Guo W, Ma SQ, Zhao ZY (2020) Numerical modelling of fully grouted rockbolts subjected to shear load. Rock Mech Rock Eng 53:2493–2503

    Article  Google Scholar 

  • Shan RL, Peng YH, Kong XS, **ao YH, Yuan HH, Huang B, Zheng Y (2019) Research progress of coal roadway support technology at home and abroad. Chin J Rock Mech Eng 38:2377–2403

    Google Scholar 

  • Si GY, Shi J, Durucan S, Korre A, Lazar J, Jamnikar S, Zavsek S (2015) Monitoring and modelling of gas dynamics in multi-level longwall top coal caving of ultra-thick coal seams, Part II: numerical modelling. Int J Coal Geol 144:58–70

    Article  Google Scholar 

  • Si GY, Durucan S, Shi J, Korre A, Cao W (2019) Parametric analysis of slotting operation induced failure zones to stimulate low permeability coal seams. Rock Mech Rock Eng 52:163–182

    Article  Google Scholar 

  • Teymen A (2017) Effect of mineral admixture types on the grout strength of fully-grouted rockbolts. Constr Build Mater 145:376–382

    Article  Google Scholar 

  • Thenevin I, Blanco-Martin L, Hadj-Hassen F, Schleifer J, Lubosik Z, Wrana A (2017) Laboratory pull-out tests on fully grouted rock bolts and cable bolts: results and lessons learned. J Rock Mech Geotech Eng 9:843–855

    Article  Google Scholar 

  • Wang WJ, Wan H (2019) Mechanical characteristics analysis of fully grouted GFRP rock bolts in highly stressed soft rock tunnels. J Min Saf Eng 36:482–490

    Google Scholar 

  • Wang JH, **e HP, Liu JZ, Wu LX, Ren SH, Jiang PF, Zhou HW (2018) Coal development and utilization theory and technical system of near-zero ecological environment impact. J China Coal Soc 43:1198–1209

    Google Scholar 

  • Wang XQ, Yang JH, Li JZ, Yang L (2020) Analysis of mechanical properties of fully-grouted bolts considering de-bonding under typical conditions. J China Coal Soc. https://doi.org/10.13225/j.cnki.jccs.2020.0259

    Article  Google Scholar 

  • Yang HQ, Han CL, Zhang N, Sun YT, Pan DJ, Sun CL (2020) Long high-performance sustainable bolt technology for the deep coal roadway roof: a case study. Sustainability-Basel 12:1375

    Article  Google Scholar 

  • Yu SS, Zhu WC, Niu LL, Zhou SC, Kang PH (2019) Experimental and numerical analysis of fully grouted long rockbolt load transfer behavior. Tunn Undergr Sp Technol 85:56–66

    Article  Google Scholar 

  • Zhang JX, Zhang Q, Ju F, Zhou N, Li M, Zhang WQ (2019) Practice and technique of green mining with integration of mining, dressing, backfilling and X in coal resources. J China Coal Soc 44:64–73

    Google Scholar 

  • Zhang GC, Chen LJ, Wen ZJ, Chen M, Tao GZ, Li Y, Zuo H (2020a) Squeezing failure behavior of roof-coal masses in a gob-side entry driven under unstable overlying strata. Energy Sci Eng 8:2443–2456

    Article  Google Scholar 

  • Zhang GC, Wen ZJ, Liang SJ, Tan YL, Tian L, Zhao YQ, Zhao DS (2020b) Ground response of a gob-side entry in a longwall panel extracting 17 m-thick coal seam: a case study. Rock Mech Rock Eng 53:497–516

    Article  Google Scholar 

  • Zhou BS, Wang BT, Liang CY, Wang YH (2017) Study on load transfer characteristics of wholly grouted bolt. Chin J Rock Mech Eng 36:3774–3780

    Google Scholar 

  • Zou JF, Zhang PH (2019) Analytical model of fully grouted bolts in pull-out tests and in situ rock masses. Int J Rock Mech Min 113:278–294

    Article  Google Scholar 

  • Feng XW (2017) Failure mechanism and durability exploration for fully bonded bolting system. Phd Thesis Type, China University of Mining and Technology

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Acknowledgements

The authors are very grateful to the reviewers for carefully reading the manuscript and providing valuable suggestions. Houqiang Yang wants to particularly thank his teachers and his girlfriend Suwan Yu for their support.

Funding

This work was supported by the Postgraduate Research & Practice Innovation Program of Jiangsu Province (KYCX20_2016), Future Scientists Program of China University of Mining and Technology (2020WLKXJ010).

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Correspondence to Houqiang Yang.

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Yang, H. Experimental Study on Mechanical Properties of Fully Bonded Bolts with Varied Bond Length. Geotech Geol Eng 40, 4083–4094 (2022). https://doi.org/10.1007/s10706-022-02141-6

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