Skip to main content

Soft Rock Roadway Reinforcement

  • Chapter
  • First Online:
Soft Rock Mechanics and Engineering
  • 1408 Accesses

Abstract

This chapter focuses on soft rock roadway support theory and technique. The coupling support theory is proposed that emphasises the optimum combination of support structure with surrounding rock to improve its self-support capacity. Based on the roadway deformation behaviour, the best support installation time is discussed from viewpoints of theory and practice. This chapter also provides recent rock bolting mechanism advances and rebar bolt designed for soft rock roadway support. According to rock bolting failure analysis, increasing residual strength and elongating dilational slipping length of the bolt via failure modes controlling are identified as design principles of the rebar bolt for soft rock roadway support. Under consideration of the soft rock, large deformation and key factors related to residual strength of the anchorage, a new rebar bolt is designed for soft rock and large deformation roadway support. Laboratory SEPT was conducted and results showed that the peak load and energy absorption capability of the soft rock rebar bolt are 13% and 15% higher than those of commonly used left spiral bolt in China. Field tests also confirmed this result. It can be concluded that the designed rebar bolt has better anchorage performance than left spiral bolt under the soft rock and large deformation conditions.

This is a preview of subscription content, log in via an institution to check access.

Access this chapter

Chapter
USD 29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD 149.00
Price excludes VAT (USA)
  • Available as EPUB and PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD 199.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info
Hardcover Book
USD 199.99
Price excludes VAT (USA)
  • Durable hardcover edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Institutional subscriptions

References

  • Abrams DA (1913) Tests of bond between concrete and steel. Bulletin No. 71. University of Illinois Engineering Experiment Station, Urbana

    Google Scholar 

  • ASTM A615/A615M–09a (1996) Standard specification for deformed and plain billet-steel for concrete reinforcement. ASTM, West Conshohocken

    Google Scholar 

  • Aziz N, Webb B (2003) Study of load transfer capacity of bolts using short encapsulation push test. Proc 4th Underground Coal Operators Conference, Wollongong, pp 72–80

    Google Scholar 

  • Aziz N, Jalalifar H, Concalves J (2006) Bolt surface configurations and load transfer mechanism. Proc 7th Underground Coal Operators Conference, Wollongong, pp 236–244

    Google Scholar 

  • Aziz N, Craig P, Mirzaghorbanali A, Nemcik J (2016) Factors influencing the quality of encapsulation in rock bolting. Rock Mech Rock Eng 49(8):1–15

    Article  Google Scholar 

  • Blumel M (1996) Performance of grouted rock bolts in squeezing rock. Proc EUROCK’96, Predictions and performance in rock mechanics and rock engineering. Balkema, Rotterdam, pp 885–891

    Google Scholar 

  • Cairns J, Jones K (1995) Influence of rib geometry on strength of lapped joints: an experimental and analytical study. Mag Concrete Res 47(172):253–262

    Article  Google Scholar 

  • Cao C, Nemcik J, Aziz N, Ren T (2013a) Analytical study of steel bolt profile and its influence on bolt load transfer. Int J Rock Mech Min Sci 60(60):188–195

    Article  Google Scholar 

  • Cao C, Nemcik J, Aziz N, Ren T (2013b) A study of rock bolting failure modes. Int J Min Sci Technol 23(1):79–88

    Article  Google Scholar 

  • Choi OC, Lee WS (2002) Interfacial bond analysis of deformed bars to concrete. ACI Struct J 99(6):750

    Google Scholar 

  • Clark AP (1946) Comparative bond efficiency of deformed concrete reinforcing bars. J ACI Proc 43:4

    Google Scholar 

  • Clark AP (1949) Bond of concrete reinforcing bars. J ACI Proc 46(11):161

    Google Scholar 

  • Darwin D, Graham EK (1993) Effect of deformation height and spacing on bond strength of reinforcing bars. ACI Struct J 90(6):646–657

    Google Scholar 

  • DybeÅ‚ P, Furtak K (2017) The influence of high-strength concrete–rebars bond conditions on the mechanism of its failure. Mag Concrete Res 69(4):163–174

    Article  Google Scholar 

  • Fabjanczyk MW, Tarrant GC (1992) Load transfer mechanisms in reinforcing tendons. Proc 11th Int Conf on Ground Control in Min, The University of West Virginia, Morgantown, pp 1–8

    Google Scholar 

  • Fan S, Chen Y, Cui D et al (1997) Study on the feasibility of high temperature resistant resin anchoring agent. Coal Sci Technol 25(9):17–20

    Google Scholar 

  • Gao M, Zhao Y, Li M et al (2014) Roof and support and bottom yielding support with whole section and O-shape control principle for soft rock roadway and engineering practice. Rock Soil Mech 35(8):2307–2313

    Google Scholar 

  • Goto Y, Otsuka K (1980) Experimental studies on cracks formed in concrete around deformed tension bars. Proc JSCE 294:854100

    Google Scholar 

  • Guan S, Ma N (1997) Mechanical analysis of anchorage failure of resin anchorage rod. J Min Saf Eng (z1):201–203

    Google Scholar 

  • Guo Z, Wang J, Zhang Y et al (2014) Failure mechanism and constant resistance large deformation control measures of deep soft rock in Qingshui Coal Mine. J Min Saf Eng 31(6):945–949

    Google Scholar 

  • Hamad BS (1995) Comparative bond strength of coated and uncoated bars with different rib geometries. ACI Mat J 92(6):579

    Google Scholar 

  • He M, Gong W, Wang J, Qi P, Tao Z, Du S (2014) Development of a novel energy-absorbing bolt with extraordinarily large elongation and constant resistance. Int J Rock Mech Min Sci 67:29–42

    Article  Google Scholar 

  • Hu B (2015) Numerical study on the influence of strength of surrounding rock on anchorage performance of resin anchorage. Coal Min Support 962–965:968–972

    Google Scholar 

  • Hyett AJ, Bawden WF, Macsporran GR, Moosavi M (1995) A constitutive law for bond failure of fully-grouted cable bolts using a modified Hoek cell. Int J Rock Mech Min Sci Geomech Abst 32(1):11–36

    Article  Google Scholar 

  • Idun EK, Darwin D (1999) Bond of epoxy-coated reinforcement: coefficient of friction and rib face angle. ACI Struct J 90(4):773–782

    Google Scholar 

  • Kang H, Lin J, Wu Y et al (2009) High pretensioned stress and intensive cable bolting technology set in full section and application in entry affected by dynamic pressure. J China Coal Soc 34(9):1153–1159

    Google Scholar 

  • Kang H, Cui Q, Hu B (2014) Analysis on anchorage performances and affecting factors of resin bolts. J China Coal Soc 39:1):1–1)10

    Google Scholar 

  • Li CC (2007) A practical problem with threaded rebar bolts in reinforcing largely deformed rock masses. Rock Mech Rock Eng 40(5):519–524

    Article  Google Scholar 

  • Li CC (2010) Field observations of rock bolts in high stress rock masses. Rock Mech Rock Eng 43(4):491–496

    Article  Google Scholar 

  • Li CC (2016) Analysis of inflatable rock bolts. Rock Mech Rock Eng 49(1):273–289

    Article  Google Scholar 

  • Lin J, Ren S (2015) Numerical simulation optimization research of bolt profile configuration with resin full-length anchoring. J Min Saf Eng 32(2):273–278

    Google Scholar 

  • Lin J, Ren S, Yang J (2014) Laboratory research of resin full-length anchoring bolts dimension optimization. J China Coal Soc 39(6):1009–1015

    Google Scholar 

  • Littlejohn S (1993) Rock reinforcement-technology, testing, design and evaluation. In: Hudson JA (ed) Comprehensive rock engineering principals, practice and projects, vol 4, pp 413–451

    Google Scholar 

  • Liu H, Wang F, Jiang L et al (2014) On the performance of lengthened bolt coupling support system in roadway roof. J Min Saf Eng 31(3):366–372

    Google Scholar 

  • Lutz LA, Gergely P (1967) The mechanics of bond and slip of deformed bars in concrete. ACI J Proc 64(11):711–721

    Google Scholar 

  • Ma N, Zhao X, Zhao Z et al (2015) Stability analysis and control technology of mine roadway roof in deep mining. J China Coal Soc 40(10):2287–2295

    Google Scholar 

  • Moosavi M, Jafari A, Khosravi A (2005) Bond of cement reinforcing bars under constant radial pressure. Cem Concr Comp 27(1):103–109

    Article  Google Scholar 

  • Murata J, Kawai A (1984) Studies on bond strength of deformed bar by pullout test. J Jpn Soc Civil Eng 1(348):113–122

    Google Scholar 

  • Shen B (2014) Coal mine roadway stability in soft rock: a case study. Rock Mech Rock Eng 47(6):2225–2238

    Google Scholar 

  • Tepfers R (1979) Cracking of concrete cover along anchored deformed reinforcing bars. Mag Concrete Res 31(106):3–12

    Article  Google Scholar 

  • Wang W, Yuan C, Yu W et al (2016) Stability control method of surrounding rock in deep roadway with large deformation. J China Coal Soc 41(12):2921–2931

    Google Scholar 

  • Wang H, Xue S, Jiang Y, Deng D, Shi S, Zhang D (2018) Field investigation of a roof fall accident and large roadway deformation under geologically complex conditions in an underground coal mine. Rock Mech Rock Eng 51(7):1–21

    Article  Google Scholar 

  • Wu T, Cao C, Zhao X et al (2017) Laboratorial study of anchorage performance in different rib spacings of bolt. J China Coal Soc 42(10):2545–2553

    Google Scholar 

  • Wu C, Chen G, Jeffery S, Volz RK, Brow M, Koenigstein L (2012) Local Bond Strength of Vitreous Enamel Coated Rebar To Concrete. Construction and Building Materials 35:428–439

    Google Scholar 

  • Yazici S, Kaiser PK (1992) Bond strength of grouted cable bolts. Int J Rock Mech Min Sci Geomech Abst 29(3):279–292

    Article  Google Scholar 

  • Zhang K, Zhang G, Hou R, Wu Y, Zhou H (2015) Stress evolution in roadway rock bolts during mining in a fully mechanized longwall face, and an evaluation of rock bolt support design. Rock Mech Rock Eng 48(1):333–344

    Article  Google Scholar 

  • Zhao X, Zhang H, Cao C et al (2018) Study on optimization of bolts rib spacing and anchoring force in different conditions of surrounding rock. Rock Soil Mech 39(4):1–9

    Google Scholar 

  • Zheng P, Chen W, Tan X et al (2015) Study of failure mechanism of floor heave and supporting technology in soft rock of large deformation roadway. Chin J Rock Mech Eng 34(s1):3143–3150

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to He Manchao .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Switzerland AG

About this chapter

Check for updates. Verify currency and authenticity via CrossMark

Cite this chapter

Manchao, H., Jun, H., Chen, C. (2020). Soft Rock Roadway Reinforcement. In: Kanji, M., He, M., Ribeiro e Sousa, L. (eds) Soft Rock Mechanics and Engineering . Springer, Cham. https://doi.org/10.1007/978-3-030-29477-9_16

Download citation

Publish with us

Policies and ethics