Skip to main content
Log in

Effect of crack opening and recovery on chloride penetration into reinforced concrete hollow piles

  • Orignal Article
  • Published:
Materials and Structures Aims and scope Submit manuscript

Abstract

This study explores the chloride penetration characteristics of reinforced concrete (RC) hollow piles. Special splitting tests were designed to produce different crack widths in the inner and outer surfaces of RC hollow piles. The cracked specimens were then immersed in 5 % NaCl solution for 180 days. The chloride concentration profiles in the cracked zones were obtained by potentiometric titration. This study indicates that the rate of chloride accumulation in the inner pile surface is faster than that in the outer surface for the same exposure time. This may be attributed to differences in the material compositions of the inner and outer surfaces, which are caused by centrifugal processing during specimen preparation. The critical value for V-shaped cracks on the outer surface of RC hollow piles was found to be around 70 µm; however, a critical value was absent for cracks on the inner surface because these present parallel-wall characteristic. In addition, the characteristics of crack development and recovery in the inner and outer pile surfaces were evaluated. The analysis indicates that the depth at which chloride affects the concrete significantly increases with the crack-recovery rate for the apparent crack widths around 130 µm on the outer surface of the concrete layer.

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

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12

Similar content being viewed by others

References

  1. Shao W, Li J (2014) Service life prediction of cracked RC pipe piles exposed to marine environments. Constr Build Mater 64:301–307

    Article  Google Scholar 

  2. Melchers RE, Li CQ (2009) Reinforcement corrosion initiation and activation times in concrete structures exposed to severe marine environments. Cement Concr Res 39(11):1068–1076

    Article  Google Scholar 

  3. Yu H, Chiang K, Yang LT (2012) Threshold chloride level and characteristics of reinforcement corrosion initiation in simulated concrete pore solutions. Constr Build Mater 26(1):723–729

    Article  Google Scholar 

  4. Hussain SE, AlGahtani AS, Rasheeduzzafar M (1996) Chloride threshold for corrosion of reinforcement in concrete. ACI Mater J 93(6):534–538

    Google Scholar 

  5. Chen D, Mahadevan S (2008) Chloride-induced reinforcement corrosion and concrete cracking simulation. Cement Concr Comp 30(3):227–238

    Article  Google Scholar 

  6. Gowripalan N, Sirivivatnanon V, Lim CC (2000) Chloride diffusivity of concrete cracked in flexure. Cement Concr Res 30(5):725–730

    Article  Google Scholar 

  7. Ismail M, Toumi A, Francois R, Gagne R (2008) Effect of crack opening on the local diffusion of chloride in cracked mortar samples. Cement Concr Res 38(8):1106–1111

    Article  Google Scholar 

  8. Park S, Kwon S, Jung SH, Lee S (2012) Modeling of water permeability in early aged concrete with cracks based on micro pore structure. Constr Build Mater 27(1):597–604

    Article  Google Scholar 

  9. Gerard B, Marchand J (2000) Influence of cracking on the diffusion properties of cement-based materials—Part I: influence of continuous cracks on the steady-state regime. Cement Concr Res 30(1):37–43

    Article  Google Scholar 

  10. Aldea CM, Shah SP, Karr A (1999) Effect of cracking on water and chloride permeability of concrete. J Mater Civil Eng 11(3):181–187

    Article  Google Scholar 

  11. Wang KJ, Jansen DC, Shah SP, Karr AF (1997) Permeability study of cracked concrete. Cement Concr Res 27(3):381–393

    Article  Google Scholar 

  12. Jang SY, Kim BS, Oh BH (2011) Effect of crack width on chloride diffusion coefficients of concrete by steady-state migration tests. Cement Concr Res 41(1):9–19

    Article  Google Scholar 

  13. Aldea C, Shah SP, Karr A (1999) Permeability of cracked concrete. Mater Struct 32(5):370–376

    Article  Google Scholar 

  14. Djerbi A, Bonnet S, Khelidj A, Baroghel-Bouny V (2008) Influence of traversing crack on chloride diffusion into concrete. Cement Concr Res 38(6):877–883

    Article  Google Scholar 

  15. Marsavina L, Audenaert K, Schutter G, Faur N, Marsavina D (2009) Experimental and numerical determination of the chloride penetration in cracked concrete. Constr Build Mater 23:264–274

    Article  Google Scholar 

  16. Bentz DP, Garboczi EJ, Lu Y, Martys N, Sakulich AR, Weiss WJ (2013) Modeling of the influence of transverse cracking on chloride penetration into concrete. Cement Concr Comp 38:65–74

    Article  Google Scholar 

  17. Park SS, Kwon SJ, Jung SH (2012) Analysis technique for chloride penetration in cracked concrete using equivalent diffusion and permeation. Constr Build Mater 29:183–192

    Article  Google Scholar 

  18. Win PP, Watanabe M, Machida A (2004) Penetration profile of chloride ion in cracked reinforced concrete. Cement Concr Res 34(7):1073–1079

    Article  Google Scholar 

  19. Boulfiza M, Sakai K, Banthia N, Yoshida H (2003) Prediction of chloride ions ingress in uncracked and cracked concrete. ACI Mater J 100(1):38–48

    Google Scholar 

  20. Huang IB, Yen SK (2002) Diffusion in hollow cylinders for some boundary conditions: I. Mathematical treatment. Mater Chem Phys 74(3):289–299

    Article  MathSciNet  Google Scholar 

  21. Carslaw H, Jaeger J, Feshbach H (1959) Conduction of heat in solids. Oxford University Press, London

    Google Scholar 

  22. Li J, Shao W (2014) The effect of chloride binding on the predicted service life of RC pipe piles exposed to marine environments. Ocean Eng 88:55–62

    Article  MathSciNet  Google Scholar 

  23. GB 13476-2009 (2009) Pretensioned spun concrete piles. TC S, Beijing

  24. Ruan Q (2000) Prestressed concrete pipe pile. China Building Materials Press, Beijing

    Google Scholar 

  25. Sahmaran M, Li M, Li VC (2007) Transport properties of engineered cementitious composites under chloride exposure. ACI Mater J 104(6):604–611

    Google Scholar 

  26. Edvardsen C (1999) Water permeability and autogenous healing of cracks in concrete. ACI Mater J 96(4):448–454

    Google Scholar 

  27. Rodriguez OG, Hooton RD (2003) Influence of cracks on chloride ingress into concrete. ACI Mater J 100(2):120–126

    Google Scholar 

  28. GB/T 50476-2008 (2008) Code for durablity design of concrete structures. MOHURD, Beijing

Download references

Acknowledgments

This research was financially supported by the National Natural Science Foundation, China, with Grant No. 51178341. In addition, the authors greatly appreciate the reviewers for their valuable comments and suggestions in improving this paper.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Jingpei Li.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Yue, Z., Li, J., Shao, W. et al. Effect of crack opening and recovery on chloride penetration into reinforced concrete hollow piles. Mater Struct 49, 3217–3226 (2016). https://doi.org/10.1617/s11527-015-0714-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1617/s11527-015-0714-3

Keywords

Navigation