Advances in concrete construction

  • 제6권4호
  • /
  • Pages.363-373
  • /
  • 2018
  • /
  • 2287-5301(pISSN)
  • /
  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
권호 표지
DOI QR코드

DOI QR Code

Effect of porosity on frost resistance of Portland cement pervious concrete

  • Zhang, Wuman (Department of Civil Engineering, School of Transportation Science and Engineering, Beihang Univerisity) ;
  • Li, Honghe (Department of Civil Engineering, School of Transportation Science and Engineering, Beihang Univerisity) ;
  • Zhang, Yingchen (Department of Civil Engineering, School of Transportation Science and Engineering, Beihang Univerisity)
  • 투고 : 2018.02.02
  • 심사 : 2018.05.30
  • 발행 : 2018.08.25
⟨ 이전 논문 다음 논문 ⟩

초록

Portland cement pervious concrete (PCPC) is an effective pavement material to solve or reduce the urban waterlogging problems. The Mechanical properties, the permeability, the abrasion resistance and the frost resistance of PCPC without fine aggregate were investigated. The increase of porosity was achieved by fixing the dosage of coarse aggregate and reducing the amount of cement paste. The results show that the compressive strength and the flexural strength of PCPC decrease with the increase of porosity. The permeability coefficient and the wear loss of PCPC increase with the increase of the porosity. The compressive strength and the flexural strength of PCPC subjected to 25 freeze-thaw cycles are reduced by 13.7%-17.8% and 10.6%-18.3%, respectively. For PCPC subjected to the same freeze-thaw cycles, the mass loss firstly increases and then decreases with the increase of the porosity. The relative dynamic modulus elasticity decreases with the increase of freeze-thaw cycles. And the lower the PCPC porosity is, the more obvious the dynamic modulus elasticity decreases.

키워드

과제정보

연구 과제 주관 기관 : National Natural Science Foundation of China

참고문헌

  1. ACI 522R-10 (2010), Report on Pervious Concrete ACI Committee, 522, 38.
  2. Bassuoni, M.T. and Sonebi, M. (2010), "Pervious concrete: a sustainable drainage solution", Concrete, 44, 14-16.
  3. Chandrappa, A.K. and Biligiri, K.P. (2016), "Pervious concrete as a sustainable pavement material - Research findings and future prospects: A state-of-the-art review", Constr. Build. Mater., 111, 262-274. https://doi.org/10.1016/j.conbuildmat.2016.02.054
  4. Chindaprasrit, P., Hatanaka, S., Chareerat, T., Mishima, N. and Yuasa, Y. (2008), "Cement paste characteristics and porous concrete properties", Constr. Build. Mater., 22, 894-901. https://doi.org/10.1016/j.conbuildmat.2006.12.007
  5. Cho, T. (2007), "Prediction of cyclic freeze-thaw damage in concrete structures based on response surface method", Constr. Build. Mater., 21, 2031-2040. https://doi.org/10.1016/j.conbuildmat.2007.04.018
  6. Cosic, K., Korat, L., Ducman, V. and Netinger, I. (2014), "Influence of aggregate type and size on properties of pervious concrete", Constr. Build. Mater., 78, 69-76.
  7. Crouch, L.K., Pitt, J. and Hewitt, R. (2007), "Aggregate effects on pervious portland cement concrete static modulus of elasticity", J. Mater. Civil Eng., 19, 561-568. https://doi.org/10.1061/(ASCE)0899-1561(2007)19:7(561)
  8. Deo, O. and Neithalath, N. (2011), "Compressive response of pervious concretes proportioned for desired porosities", Constr. Build. Mater., 25, 4181-4189. https://doi.org/10.1016/j.conbuildmat.2011.04.055
  9. Gesoglu, M., Guneyisi, E., Khoshnaw, G. and Ipek, S. (2014), "Abrasion and freezing‐thawing resistance of pervious concretes containing waste rubbers", Constr. Build. Mater., 73, 19-24. https://doi.org/10.1016/j.conbuildmat.2014.09.047
  10. Gordana, T., Dusan, G., Ristic, N. and Grdic, Z. (2015), "Pervious concrete in sustainable pavement design", International Conference Contemporary Achievements in Civil Engineering, Subotica, Serbia.
  11. Haselbach, L., Boyer, M., Kevern, J. and Schaefer, V. (2011), "Cyclic heat island impacts on traditional versus pervious concrete pavement systems", J. Transp. Res. Board., 2240, 107-115. https://doi.org/10.3141/2240-14
  12. Ibrahim, H.A. and Razak, H.A. (2016), "Effect of palm oil clinker incorporation on properties of pervious concrete", Constr. Build. Mater., 115, 70-77. https://doi.org/10.1016/j.conbuildmat.2016.03.181
  13. Jain, A.K. and Chouhan, J.S. (2011), "Effect of shape of aggregate on compressive strength and permeability properties of pervious concrete", Int. J. Adv. Eng. Res. Stud., 1, 120-126.
  14. Kevern, J.T., Biddle, D. and Cao, Q. (2014), "Effects of macrosynthetic fibres on pervious concrete properties", J. Mater. Civil Eng., 6, 15-21.
  15. Kevern, J.T., Haselbach, L. and Schaefer, V.R. (2012), "Hot weather comparative heat balances in pervious concrete and impervious concrete pavement systems", J. Heat Isl. Inst. Int., 7(2), 231-237.
  16. Kevern, J.T., Wang, K. and Schaefer, V.R. (2008), "The effect of aggregate type on the freezethaw durability of pervious concrete", Advancements in Pervious Concrete Technology, 19.
  17. Kevern, J.T., Wang, K. and Schaefer, V.R. (2010), "Effect of coarse aggregate on the freeze-thaw durability of pervious concrete", J. Mater. Civil Eng., 22(5), 469-475. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000049
  18. Khankhaje, E., Salim, M.R., Mirza, J., Hussin, M.W. and Rafieizonooz, M. (2016), "Properties of sustainable lightweight pervious concrete containing oil palm kernel shell as coarse aggregate", Constr. Build. Mater., 126, 1054-1065. https://doi.org/10.1016/j.conbuildmat.2016.09.010
  19. Lund, M.S., Kevern, J.T., Schaefer, V.R. and Hansen, K.K. (2017), "Mix design for improved strength and freeze‐thaw durability of pervious concrete fill in Pearl‐Chain Bridges", Mater. Struct., 50, 42. https://doi.org/10.1617/s11527-016-0907-4
  20. Marolf, A., Neithalath, N., Sell, E., Wegner, K., Weiss, J. and Olek, J. (2004), "Influence of aggregate size and gradation on acoustic absorption of enhanced porosity concrete", ACI Mater. J., 101(1), 82-91.
  21. Ministry of housing and urban-rural development of P.R. China (2009), "Standard for test methods of longterm performance and durability of ordinary concrete", GB-T50082-2009. (in Chinese)
  22. Ministry of housing and urban-rural development of P.R. China (2009), "Technical specification for pervious cement concrete pavement", CJJ/T135-2009. (in Chinese)
  23. Ministry of Transport of the P.R. China (2005), "Test methods of cement and concrete for highway engineering", JTG E30-2005. (in Chinese)
  24. Nguyen, D.H., Boutouil, M., Sebaibi, N., Leleyter, L. and Baraud, F. (2013), "Valorization of seashell byproducts in pervious concrete pavers", Constr. Build. Mater., 46, 151-160.
  25. Olek, J. and Weiss, W.J. (2003), "Development of quiet and durable porous Portland cement concrete paving materials", Final Report SQDH 2003-5 Center for Advanced Cement Based Materials, Purdue University, West Lafayette, I.N.
  26. Rangelov, M., Nassiri, S., Haselbach, L. and Englund, K. (2016), "Using carbon fiber composites for reinforcing pervious concrete", Constr. Build. Mater., 126, 875-885. https://doi.org/10.1016/j.conbuildmat.2016.06.035
  27. Tennis, P.D., Leming, M.L. and Akers, D.J. (2004), "National ready mixed concrete association, pervious concrete pavements", Portland Cement Association, Skokie, IL.
  28. Torres, A., Hu, J. and Ramos, A. (2015), "The effect of the cementitious paste thickness on the performance of pervious concrete", Constr. Build. Mater., 95, 850-859. https://doi.org/10.1016/j.conbuildmat.2015.07.187
  29. Wu, H., Liu, Z., Sun, B. and Yin, J. (2016), "Experimental investigation on freezethaw durability of Portland cement pervious concrete (PCPC)", Constr. Build. Mater., 117, 63-71. https://doi.org/10.1016/j.conbuildmat.2016.04.130
  30. Yahia, A. and Kabagire, D. (2014), "New approach to proportion pervious concrete", Constr Build Mater., 62, 38-46. https://doi.org/10.1016/j.conbuildmat.2014.03.025
  31. Yang, J. and Jiang, G. (2002), "Experimental study on properties of pervious concrete pavement materials", Cement Concrete Res., 33, 381-386.
  32. Yang, Z. (2011), "Freezing-and-thawing durability of pervious concrete under simulated field conditions", ACI Mater. J., 108(2), 187-195.
  33. Yuwadee, Z., Sata, V., Wongsa, A. and Chindaprasirt, P. (2016), "Properties of pervious concrete containing recycled concrete block aggregate and recycled concrete aggregate", Constr. Build. Mater., 111, 15-21. https://doi.org/10.1016/j.conbuildmat.2016.02.060

피인용 문헌

  1. Investigation of steel fiber effects on concrete abrasion resistance vol.9, pp.4, 2018, https://doi.org/10.12989/acc.2020.9.4.367