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The Effect of Curing Conditions on Permeation of Self-Compacting Lightweight Concrete with Basaltic Pumice Aggregate

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Abstract

This paper introduces an experimental research about the influences of the curing type on accelerated carbonation, capillary water absorption and permeability of a range of different self-compacting lightweight concrete (SCLC) mixtures in comparison with those of chosen conventional vibrated lightweight concrete (LC) and self-compacting concrete (SCC). Seven different concrete compositions are considered: four SCLC, two SCC and one LC mixtures. All of the SCLC mixtures and one of the SCC and one LC mixture with a constant powder dosage of \(550\,\hbox {kg}/\hbox {m}^{3}\) was designed to be containing \(440\,\hbox {kg}/\hbox {m}^{3}\) of cement and \(110\,\hbox {kg}/\hbox {m}^{3}\) of fly ash. The other SCC mix was designed to have lower cement dosage for similar strength characteristic. Basaltic pumice aggregate of the SCLC was replaced with expanded perlite aggregate by 10, 20 and 30%. All mixtures were cured by two different curing types. Among the permeability properties of the samples, permeability, capillary water absorption and carbonation properties were measured. The results showed that the production of SCLC mixture as the result of the use of basaltic pumice and expanded perlite seems to be possible. The density of SCLC with basaltic pumice and expanded perlite was about \(1900\,\hbox {kg}/\hbox {m}^{3}\), while the density of SCC was \(2300\,\hbox {kg}/\hbox {m}^{3}\). Generally, permeation properties of SCLC such as carbonation and capillary water absorption got worse, since the porous aggregate was used. However, SCLC’s compressive strength per density was more efficient than SCC’s.

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References

  1. Gonen, T.; Yazicioglu, S.: The influence of mineral admixtureson the short and long-term performance of concrete. Build. Environ. 42(8), 3080–3085 (2007)

    Article  Google Scholar 

  2. Topçu, I.B.; Uygunoğlu, T.: Effect of aggregate type on properties of hardened self-consolidating lightweight concrete. Constr. Build. Mater. 24(7), 1286–1295 (2010)

    Article  Google Scholar 

  3. Alyamac, K.E.; Ince, R.: A preliminary concrete mix design for SCC with marble powders. Constr. Buıld. Mater. 23(3), 1201–1210 (2009)

    Article  Google Scholar 

  4. Ozawa, K.; Mackawa, K.; Okmura, H.: High performance concrete based on the durability of concrete. In: Proceedings of the 2nd East Asia-Pacific Conference on Structural Engineering and Construction, vol. 1, pp. 445–456 (1989)

  5. Turk, K.; Caliskan, S.; Yazicioglu, S.: Capillary water absorption of self-compacting concrete under different curing condition. Indian J. Eng. Mater. Sci. 14, 365–372 (2007)

    Google Scholar 

  6. Sakamoto, J.; Shindoh, T.; Matsuoka, Y.; Tangtermsirikul, S.: An application of super workable concrete to construction of actual structures. Trans. Jpn Concr. Inst. 13, 41–48 (1991)

    Google Scholar 

  7. Nagataki, S.; Fujiwara, H.: Self-compacting property of highly flowable concrete. In: Second CANMET/ACI International Symposium on Advances in Concrete Technology, pp. 301–314 (1995)

  8. Rols, S.; Ambroise, J.; Péra, J.: Effects of different viscosity agents on the properties of self-leveling concrete. Cem. Concr. Res. 29, 261–266 (1999)

    Article  Google Scholar 

  9. Bentz, D.P.; Snyder, K.A.: Protected paste volume in concrete extension to internal curing using saturated lightweight fine aggregate. Cem. Concr. Res. 29, 1863–1867 (1999)

    Article  Google Scholar 

  10. Bentur, A.; Igarashib, S.-I.; Kovler, K.: Prevention of autogenous shrinkage in highstrength concrete by internal curing using wet lightweight aggregates. Cem. Concr. Res. 31, 1587–1591 (2001)

    Article  Google Scholar 

  11. Lura, P.; Bentz, D.P.; Lange, D.A.; Kovler, K.; Bentur, A.: Pumice aggregates for internal water curing. In: International RILEM Conference on the Advances in Concrete Through Science and Engineering, Evanston, IL, pp. 137–151 (2004)

  12. Akçay, B.; ve Taşdemir, M.A.: Influence of lightweight aggregates on internal curing and fracture of concrete. In: International RILEM Conference, Volume Changes of Hardening Concrete. Denmark, PRO 52, pp. 31–40 (2006)

  13. Tahir, Gonen: Mechanical and fresh properties of fiber reinforced self compacting lightweight concrete. Scientia Iranica A 22(2), 313–318 (2015)

    Google Scholar 

  14. Kim, Y.J.; Choi, Y.W.; Lachemi, M.: Characteristics of self-consolidating concrete using two types of lightweight coarse aggregates. Constr. Build. Mater. 24, 11–6 (2010)

    Article  Google Scholar 

  15. Hwang, C.L.; Hung, M.F.: Durability design and performance of self-consolidating lightweight concrete. Constr. Build. Mater. 19, 619–26 (2005)

    Article  Google Scholar 

  16. Caijun, S.; Yanzhong, W.: Mix proportioning and properties of self-consolidating lightweight concrete containing glass powder. ACI Mater. J. 102, 355–63 (2005)

    Google Scholar 

  17. Wang, H.Y.: Durability of self-consolidating lightweight aggregate concrete using dredged silt. Constr. Build. Mater. 23, 2332–7 (2009)

    Article  Google Scholar 

  18. Gesoglu, M.; Guneyisi, E.; Altan, I.; Oz, H.O.: Utilization of cold bonded fly ash lightweight fine aggregates as a partial substitution of natural fine aggregate in self-compacting mortars. Constr. Build. Mater. 74, 9–16 (2015)

    Article  Google Scholar 

  19. Kotan, T.; Gül, R.: Effect of atmospheric pressure steam curing to mechanical properties of lightweight concrete produced with Erzurum–Pasinler pumice. Mach. Technol. Mater. Int. Vir. J. 4–5, 66–69 (2010)

    Google Scholar 

  20. Yasar, E.; Atis, C.D.; Kilic, A.; Gulsen, H.: Strength properties of lightweight concrete made with basaltic pumice and fly ash. Mater. Lett. 57, 2267–2270 (2003)

    Article  Google Scholar 

  21. Zhu, W.; Bartos, P.J.M.: Permeation properties of self-compacting concrete. Cem. Concr. Res. 33(6), 921–926 (2003)

    Article  Google Scholar 

  22. Karakoc, M.B.; Demirboga, R.; Turkmen, I.; Can, I.: Effect of expanded perlite aggregate on cyclic thermal loading of HSC and artificial neural network modeling. Scientia Iranica 19(1), 41–50 (2012)

    Article  Google Scholar 

  23. Brostow, W.; Uygunoğlu, T.: Influence of chemical admixture content particle and grade on viscosity of self-leveling mortar. El-Cezerî J. Sci. Eng. 1(2), 12–21 (2014)

    Google Scholar 

  24. Uygunoğlu, T.; Topçu, İ.B.: Effect of aggregate type on linear thermal expansion of self-consolidating concrete at elevated temperatures. Sci. Eng. Compos. Mater. 19(3), 259–269 (2012)

    Google Scholar 

  25. Choi, Y.W.; Kim, Y.J.; Shin, H.C.; Moon, H.Y.: An experimental research on the fluidity and mechanical proprieties of high-strength lightweight self-compacting concrete. Cem. Concr. Res. 36(9), 1595–602 (2006)

    Article  Google Scholar 

  26. Su, N.; Miao, B.: A new method for the mix design of medium strength flowing concrete with low cement content. Cem. Concr. Compos. 25(2), 215–22 (2003)

    Article  Google Scholar 

  27. Kurt, M.; Gül, M.S.; Gül, R.; Aydin, A.C.; Kotan, T.: The effect of pumice powder on the self-compactability of pumice aggregate lightweight concrete. Constr. Build. Mater. 103, 36–46 (2016)

    Article  Google Scholar 

  28. EFNARC Specifications and Guidelines for Self-Compacting Concrete. The European Federation of Specialist Construction Chemicals and Concrete Systems (2002)

  29. EFNARC Specifications and Guidelines for Self-Compacting Concrete. The European Federation of Specialist Construction Chemicals and Concrete Systems (2005)

  30. Papadakis, V.G.; Fardis, M.N.; Veyenas, C.G.: Hydration and carbonation of pozzolonic cements. ACI Mater. J. Tech. Pap. 89, 2 (1992)

    Google Scholar 

  31. Cabrera, J.G.; Lynsdale, C.J.: A new gas parameter for measuring the permeability of mortar and concrete. Mag. Concr. Res. 40, 177–182 (1988)

    Article  Google Scholar 

  32. Rossignolo, J.A.; Agnesini, M.V.: Durability of polymer-modified lightweight aggregate concrete. Cem. Concr. Compos. 26, 375–380 (2004)

    Article  Google Scholar 

  33. Gonen, T.; Yazicioglu, S.; Demirel, B.: The influence of freezing-thawing cycles on the capillary water absorption and porosity of concrete with mineral admixture. KSCE J. Civ. Eng. 19(3), 667–671 (2015)

    Article  Google Scholar 

  34. Taşdemir, C.: Combined effects of mineral admixtures and curing conditions on the sorptivity coefficient of concrete. Cem. Concr. Res. 33, 1637–1642 (2003)

    Article  Google Scholar 

  35. Dias, W.P.S.: Reduction of concrete sorptivity with age through carbonation. Cem. Concr. Res. 30, 1255–1261 (2000)

    Article  Google Scholar 

  36. Keleştemur, O.; ve Demirel, B.: Corrosion behavior of reinforcing steel embedded in concrete produced with finely ground pumice and silica fume. Constr. Build. Mater. 24(10), 1898–1905 (2010)

    Article  Google Scholar 

  37. Karahan, O.; Atiş, C.D.: The durability properties of polypropylene fiber reinforced fly ash concrete. Mater. Des. 32, 1044–1049 (2011)

    Article  Google Scholar 

  38. The Concrete Society, Permeability Testing of Site Concrete—A Review of Methods and Experience. Technical report no. 31 (1987)

  39. Sanjuan, M.A.; Olmo, C.: Carbonation resistance of one industrial mortar used as a concrete coating. Build. Environ. 36, 949–953 (2001)

    Article  Google Scholar 

  40. Gonen, T.; Yazıcıoğlu, S.: Betonda Hızlandırılmış Karbonatlaşma Deneyi ve Aparatı. Politeknik Dergisi Journal Cilt: 8 Sayı: 2 s. 233–237 (2005)

  41. Gonen, T.; Yazıcıoğlu, S.: The influence of compaction pores on sorptivity and carbonation of concrete. Constr. Build. Mater. 21(5), 1040–5 (2007)

    Article  Google Scholar 

  42. Carrillo, J.; Lizarazo, J.M.; Bonett, R.: Effect of lightweight and low-strength concrete on seismic performance of thin lightly-reinforced shear walls. Eng. Struct. 93, 61–69 (2015)

    Article  Google Scholar 

Download references

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Gonen, T., Yazicioglu, S. The Effect of Curing Conditions on Permeation of Self-Compacting Lightweight Concrete with Basaltic Pumice Aggregate. Arab J Sci Eng 43, 5157–5164 (2018). https://doi.org/10.1007/s13369-017-2990-4

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  • DOI: https://doi.org/10.1007/s13369-017-2990-4

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