Advances in concrete construction

  • 제7권2호
  • /
  • Pages.97-105
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  • 2019
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  • 2287-5301(pISSN)
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  • 2287-531X(eISSN)
테크노프레스 (Techno-Press)
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Effect of coarse aggregates and sand contents on workability and static stability of self-compacting concrete

  • Mohamed, Sahraoui (Structures Rehabilitation and Materials Laboratory (SREML), University Amar Telidji) ;
  • Taye, Bouziani (Structures Rehabilitation and Materials Laboratory (SREML), University Amar Telidji)
  • 투고 : 2018.07.07
  • 심사 : 2019.01.27
  • 발행 : 2019.04.25
⟨ 이전 논문 다음 논문 ⟩

초록

In this paper, the workability and static stability were evaluated using a proposed test method. Workability and static stability represent a key property of self-compacting concrete (SCC) in fresh state. A number of standardized test methods were developed to assess these properties. However, no accelerated test method reliably predicts both workability and static stability of SCC. In the present work, a modified K-slump test method was developed to evaluate workability and static stability of SCC. In order to take implicit mixture variations of SCC constituents that can affect fresh SCC properties, a central composite design was adopted to highlight the effect of gravel to sand ratio (G/S), gravel 3/8 to gravel 8/15 ratio (G1/G2), water to cement ratio (W/C), marble powder to cement ratio (MP/C) and superplasticizer content (SP) on workability measured with slump and flow time (T50) tests and static stability measured with sieve stability test (Pi), segregation test index (SSI), Penetration test (Pd) and the proposed K-slump test (Km). The obtained results show that G/S ratio close to 1 and G1/G2 ratio close to 60% can be considered as optimal values to achieve a good workability while ensuring a sufficient static stability of SCC. Acceptable relationships were obtained between Slump flow, Pi, Pd and Km. Results show that the proposed K-slump test allow to assess both workability and static stability of fresh SCC mixtures.

키워드

참고문헌

  1. AFGC (2008), Association Francaise de Genie Civil, Recommendations for use of self- Compacting Concrete, Scientific and technical documents, P N B@P.
  2. Aitcin, P.C. (2000), "Cements of yesterday and today: concrete of tomorrow", Cement Concrete Res., 30(9), 1349-1359. https://doi.org/10.1016/S0008-8846(00)00365-3
  3. ASTM C 1610 (2017), Standard Test Method for Static Segregation of Self-Consolidating Concrete Using Column Technique, ASTM International, West Conshohocken, PA.
  4. ASTM C1362-97 (2002), Standard Test Method for Flow of Freshly Mixed Hydraulic Cement Concrete, ASTM International, West Conshohocken, PA.
  5. ASTM C1712 (2014), Standard Test Method for Rapid Assessment of Static Segregation Resistance of Self-Consolidating Concrete Using Penetration Test, ASTM International, West Conshohocken, PA.
  6. Bensebti, S., Aggoune, S. and Houari, H. (2007), "Essai de caracterisation experimentale de la segregation verticale des betons autoplacants", Sci. Technol. B., 25, 59-64.
  7. Bouziani, T. (2013), "Assessment of fresh properties and compressive strength of self-compacting concrete made with different sand types by mixture design modelling approach", Constr. Build. Mater., 49, 308-314. https://doi.org/10.1016/j.conbuildmat.2013.08.039
  8. Bouziani, T. (2018), "A simple test method to assess slump flow and stability of self-compacting concrete", Comput. Concrete, 21(2), 111-116. https://doi.org/10.12989/CAC.2018.21.2.111
  9. Bouziani, T., Benmounah, A. and Bederina, M. (2012), "Statistical modelling for effect of mix-parameters on properties of highflowing sand-concrete", J. Central South Univ., 19(10), 2966-2975. https://doi.org/10.1007/s11771-012-1365-y
  10. Bui, V.K, Montgomery, D., Hinczak, I. and Turner, K. (2002), "Rapid testing method for segregation resistance of selfcompacting concrete", Cement Concrete Res., 32(9), 1489-1496. https://doi.org/10.1016/S0008-8846(02)00811-6
  11. EFNARC (2005), The European Guidelines for Self-Compacting Concrete: Specification, Production and Use, The Self-Compacting Concrete European Project Group.
  12. EN 12350-11 (2010), Partie Beton Autoplacants-Essai de Stabilite au Tamis.
  13. EN 12350-8 (2010), Testing Fresh Concrete, Part 8.
  14. Ghoddousi, P., Javid, A.A.S and Sobhani, J. (2014), "Effects of particle packing density on the stability and rheology of selfconsolidating concrete containing mineral admixtures", Constr. Build. Mater., 53, 102-109. https://doi.org/10.1016/j.conbuildmat.2013.11.076
  15. Khayat, K.H., Ghezal, A. and Hadriche, M.S. (1999), "Factorial design models for proportioning self-consolidating concrete", Mater. Struct., 32, 679-686. https://doi.org/10.1007/BF02481706
  16. Khayat, K.H., Ghezal, A. and Hadriche, M.S. (2000), "Utility of statistical models in proportioning self-consolidating concrete", Mater. Struct., 33(5), 338-344. https://doi.org/10.1007/BF02479705
  17. Khayat, K.H., Hu, C. and Laye, J.M. (2002), "Importance of aggregate packing density on workability of self-consolidating concrete", Proceedings of the First North American Conference on Design and Use of Self-Consolidating Concrete, Center for Advanced Cement-Based Materials.
  18. Li, L.G. and Kwan, A.K. (2015), "Effects of superplasticizer type on packing density, water film thickness and flowability of cementitious paste", Constr. Build. Mater., 86, 113-119. https://doi.org/10.1016/j.conbuildmat.2015.03.104
  19. Ling, S.K. and Kwan, A.K.H. (2015), "Adding ground sand to decrease paste volume, increase cohesiveness and improve passing ability of SCC", Constr. Build. Mater., 84, 46-53. https://doi.org/10.1016/j.conbuildmat.2015.03.055
  20. Long, G., Liu, H., Ma, K., Xie, Y. and Li, W. (2017), "Development of high-performance self-compacting concrete applied as the filling layer of high-speed railway", J. Mater. Civil Eng., 30(2), 04017268. https://doi.org/10.1061/(asce)mt.1943-5533.0002129
  21. Mesbah, H.A., Yahia, A. and Khayat, K.H. (2010), "Validation of electrical conductivity method to assess static stability of SCC", Proceedings 6th International RILEM Symposium on Self-Compacting Concrete, Montreal, Canada, September.
  22. Montgomery, D.C. (2008), Design and Analysis of Experiments, John Wiley & Sons.
  23. Murali, T.M. and Kandasamy, S. (2009), "Mix proportioning of high performance self-compacting concrete using response surface methodology", Open Civil Eng. J., 3, 93-97. https://doi.org/10.2174/1874149500903010093
  24. Naji, S., Khayat, K.H. and Karray, M. (2017), "Assessment of static stability of concrete using shear wave velocity approach", ACI Mater. J., 114(1), 105-115.
  25. Nasser, K.W. (1976), "New and simple tester for slump of concrete", J. Proc., 73(10), 561-565.
  26. Nasser, K.W. and Biswas, S. (1996), "A new method and apparatus for evaluation of the K-slump of concrete", Can. J. Civil Eng., 23(1), 124-133. https://doi.org/10.1139/l96-013
  27. Nunes, S., Figueiras, H., Oliveira, P.M., Coutinho, J.S. and Figueiras, J. (2006), "A methodology to assess robustness of SCC mixtures", Cement Concrete Res., 36(12), 2115-2122. https://doi.org/10.1016/j.cemconres.2006.10.003
  28. Okamura, H., Maekawa, K. and Ozawa, K. (1993), High Performance Concrete, Gihoudou Publisher, Tokyo, Japan.
  29. Petrou, M.F., Wan, B., Gadala-Maria, F., Kolli, V.G. and Harries, K.A. (2000), "Influence of mortar rheology on aggregate settlement", ACI Mater. J., 97(4), doi: 10.14359/7415.
  30. Rezaifar, O., Hasanzadeh, M. and Gholhaki, M. (2016), "Concrete made with hybrid blends of crumb rubber and metakaolin: optimization using response surface method", Constr. Build. Mater., 123, 59-68. https://doi.org/10.1016/j.conbuildmat.2016.06.047
  31. Sebaibi, N., Benzerzour, M., Sebaibi, Y. and Abriak, N.E. (2013), "Composition of self-compacting concrete (SCC) using the compressible packing model, the Chinese method and the European standard", Constr. Build. Mater., 43, 382-388. https://doi.org/10.1016/j.conbuildmat.2013.02.028
  32. Shen, L., Struble, L. and Lange, D. (2005), "Testing static segregation of SCC", Proceedings of the 2nd North American Conference on The Design and Use of SCC, SCC2005.
  33. Sonebi, M., Rooney, M. and Bartos, P.J.M. (2005), "Evaluation of the segregation resistance of fresh self-compacting concrete using different test methods", SCC'2005: 1st International Symposium on Design, Performance and Use of Self-Consolidating Concrete, RILEM Publications SARL, China.
  34. Van, B.K., Montgomery, D.G., Hinczak, I. and Turner, K. (1998), "Rapid testing methods for segregation resistance and filling ability of self-compacting concrete", Spec. Publ., 179, 85-104.
  35. Yahia, A. and Aitcin, P.C. (2016), "Self-consolidating concrete", Science and Technology of Concrete Admixtures, Woodhead Publishing, Elsevier, Sawston, UK.

피인용 문헌

  1. Combining internal and external curing to improve quality of self-compacting concrete with consideration of climate effects vol.12, pp.2, 2021, https://doi.org/10.12989/acc.2021.12.2.085