Research Article
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KİREÇTAŞI ESASLI KIRMATAŞ AGREGA VE TAŞ TOZU İLE HAZIRLANAN KYB'LERİN TAZE VE SERTLEŞMİŞ HAL ÖZELLİKLERİ

Year 2022, Volume: 25 Issue: 3, 259 - 272, 03.09.2022

Hulusi Özkul

https://doi.org/10.17780/ksujes.1100188
Cited By: 1

Abstract

Doğal kaynaklardan çıkarılan kum ve çakıl miktarı hızla tükendiği için kırmataş agregaların kullanımı sürdürülebilirlik açısından giderek önem kazanmaktadır. Bu çalışmada hem kum hem de iri agrega ve toz malzeme olarak kırma kalker ve filler malzemesi kullanılmıştır. Sonuç olarak, tüm beton bileşenlerinin tanecikleri köşeli bir şekle ve pürüzlü bir yüzeye sahiptir. Kendiliğinden yerleşen betonlar (KYB), maksimum agrega boyutu 10 veya 16 mm ve çimento içeriği 350 kg/m3 olacak şekilde hazırlanmıştır. Kireç taşı filleri miktarı 100 kg/m3'lük artışlarla 300 kg/m3'e kadar yükseltilmiştir. İnce malzeme miktarı ve maksimum iri agrega boyutunun KYB'lerin taze haldeki yayılma, akış, engeller arasından geçme, ayrışma ve reolojik özellikleri üzerindeki etkileri belirlenmiştir. Karışımların çökme akış performansları EFNARC standartlarına göre SF2 ve SF3 sınıflarında kalmasına rağmen özellikle 16 mm iri agrega boyutlu betonlar için çökme akış değerlerine göre daha uzun V-hunisi akış süreleri ve daha büyük J-halkası farklılıkları gözlenmiştir. Sertleşmiş haldeki özellikleri, basınç ve yarma-çekme dayanımları, elastisite modülü ve Poisson oranları ölçülerek incelenmiştir.

Keywords

KYB geçiş yeteneği ayrışma dayanım Poisson oranı

Supporting Institution

TÜBİTAK , İTÜ. BAP

Project Number

MAG-115M483, 39476

Thanks

Yazarlar TÜBİTAK ve İTÜ. BAP Birimine desklerinden dolayı çok teşekkür ederler.

References

  • Alexander, P. & Mindess, P. (2005). Aggregates in Concrete. Taylor & Francis, Oxon, 2005.
  • Al-Harthy, A.S., Abdel Halim, M., Taha, R., & Al-Jabri, K.S.(2007). The properties of concrete made with fine dune sand. Construction and Building Materials, 21, 1803–1808. https://doi.org/10.1016/j.conbuildmat.2006.05.053
  • ASTM C469. (2004) Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. Annual Book of ASTM Standards.
  • ASTM-C1712. (2014). Standard Test Method for Rapid Assessment of Static Segregation Resistance of Self-Consolidating Concrete Using Penetration Test, Annual Book of ASTM Standards.
  • Benabed, B., Kadri, E., Azzouz, L. & Kenai, S. (2012). Properties of self-compacting mortar made with various types of sand. Cement and Concrete Composites, 34, 1167–1173. https://doi.org/10.1016/j.cemconcomp.2012.07.007
  • Bendixen, M., Iversen, L.L., Best, J., Franks, D.M., Hackney, C.R., Latrubesse, E.M., & Tusting, L.S. (2021). Sand, gravel, and UN Sustainable Development Goals: Conflicts, synergies, and pathways forward. One Earth, 4(8), 1095-1111. https://doi.org/10.1016/j.oneear.2021.07.008
  • Bouziani. T. (2013). Assessment of fresh properties and compressive strength of self-compacting concrete made with different sand types by mixture design modelling approach, Construction and Building Materials, 49, 308–314. https://doi.org/10.1016/j.conbuildmat.2013.08.039
  • Bui, V.K., Montgomery, D., Hinczak, I., & Turner, K. (2002). Rapid testing methods for segregation resistance of self-compacting concrete. Cement and Concrete Research, 32, 1489-1496. https://doi.org/10.1016/S0008-8846(02)00811-6
  • Carlsward, J., Emborg, M., Utsi, S., & Oberg, P., (2003). Effects of constituents on the workability and rheology of self-compacting concrete. In Third RILEM International Symposium on Self-Compacting Concrete, Reykjavik, Iceland, (pp. 143-153).
  • Cepuritis, R., Jacobsen, S., Pedersen, B., & Mortsell, E. (2016). Crushed sand in concrete – Effect of particle shape in different fractions and filler properties on rheology. Cement and Concrete Composites, 71, 26-41. https://doi.org/10.1016/j.cemconcomp.2016.04.004
  • Collepardi, M., Collepardi, S., & Troli. R. (2007). Properties of SSC and flowing concrete. In International Conference: Sustainable Construction Materials and Technologies. Special Papers Proceedings. Coventry, UK. (pp. 25-31).
  • Craeye, B., Van Itterbeeck, P., Desnerck, P., Boel, V., & De Schutter, G. (2006). Modulus of elasticity and tensile strength of self-compacting concrete: Survey of experimental data and structural design codes. Cement and Concrete Composites, 28, 197–208. https://doi.org/10.1016/j.cemconcomp.2014.03.011
  • Das, D. & Chatterjee, A. (2012). A comparison of hardened properties of fly-ash-based self-compacting concrete and normally compacted concrete under different curing conditions. Magazine of Concrete Research, 64(2), 129–141. https://doi.org/10.1680/macr.10.00118
  • Dinakar, P., Reddy, M.K., & Sharma, M. (2013). Behaviour of self-compacting concrete using Portland pozzolana cement with different levels of fly ash. Materials and Design, 46, 609–616. https://doi.org/10.1016/j.matdes.2012.11.015
  • EFNARC. (2005) The European guidelines for self-compacting concrete, The European Federation of Specialist Construction Chemicals and Concrete Systems.
  • Gálvez-Moreno, D. Durán-Herrera, A., González-López, J.R., & Khayat, K.H. (2016). Robustness of Powder-Type SCC with Fly Ash and Limestone Crushed Aggregates. In Eighth International RILEM Symposium on Self-Compacting Concrete-Flowing Toward Sustainability, Washington DC, USA, (pp. 107-120).
  • Georgiadis, A.S., Sideris, K.K., & Anagnostopoulos, N.S. (2010). Properties of SCC Produced with Limestone Filler or Viscosity Modifying Admixture, Journal of Materials in Civil Engineering, 22, 352-360. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000030
  • Girish, S., Ranganath, R.V. Vengala, J. (2010). Influence of powder and paste on flow properties of SCC. Construction and Building Materials, 24, 2481–2488. https://doi.org/10.1016/j.conbuildmat.2010.06.008
  • Guo, L.-P., Carpinteri, A., Spagnoli A., & Wei, S. (2009). Effects of mechanical properties of concrete constituents including active mineral admixtures on fatigue behaviours of high performance concrete. Fatigue & Fracture of Engineering Materials & Structures, 33, 66–75. https://doi.org/10.1111/j.1460-2695.2009.01416.x
  • Holschemacher, K. & Klug, Y. (2002). A Database for the Evaluation of Hardened Properties of SCC. LACER, 7, 123-134.
  • Hwang, S.-D., Khayat, K.H., & Bonneau, O. (2006). Performance-Based Specifications of Self-Consolidating Concrete Used in Structural Applications. ACI Materials Journal, 103(2), 121-129. http://doi.org/10.14359/15263
  • Isik, I.E. & Ozkul, M.H. (2014). Utilization of polysaccharides as viscosity modifying agent in self-compacting concrete. Construction and Building Materials, 72(15), 239-247. https://doi.org/10.1016/j.conbuildmat.2014.09.017
  • Khaleel, O.R., Al-Mishhadani, S.A., & Abdul Razak, H. (2011). The Effect of Coarse Aggregate on Fresh and Hardened Properties of Self-Compacting Concrete (SCC). Procedia Engineering, 14, 805–813. doi:10.1016/j.proeng.2011.07.102
  • Klug, Y. & Holschemacher, K. (2003). Comparison of the hardened properties of self-compacting and normal vibrated concrete. In Third RILEM International Symposium on Self-Compacting Concrete, Reykjavik, Iceland, (pp. 596-605).
  • Koehler, E.P. & Fowler, D.W. (2004). Development of a Portable Rheometer for Fresh Portland Cement Concrete. Research Report ICAR –105-3F, (306 p.).
  • Kwan, A.K.H. & Ng, I.Y.T. (2010). Improving performance and robustness of SCC by adding supplementary cementitious materials. Construction and Building Materials, 24, 2260–2266. https://doi.org/10.1016/j.conbuildmat.2010.04.030
  • Li, Y. & Li, J. (2014). Capillary tension theory for prediction of early autogenous shrinkage of self-consolidating concrete. Construction and Building Materials, 53, 511–516. https://doi.org/10.1016/j.conbuildmat.2013.12.010
  • Nanthagopalan, P. & Santhanam, M. (2009). Experimental investigations on the influence of paste composition and content on the properties of Self-Compacting. Construction and Building Materials, 23, 3443–3449. https://doi.org/10.1016/j.conbuildmat.2009.06.029
  • Nanthagopalan, P. & Santhanam, M. (2011). Fresh and hardened properties of self-compacting concrete produced with manufactured sand. Cement and Concrete Composites, 33, 353–358. https://doi.org/10.1016/j.cemconcomp.2010.11.005
  • Necira, B., Guettala, A., & Guettala, S. (2017). Study of the combined effect of different types of sand on the characteristics of high performance self-compacting concrete. Journal of Adhesion Science and Technology, 31(17) 1-7. https://doi.org/10.1080/01694243.2017.1289829
  • Nikbin, I.M., Beygi, M.H.A., Kazemi, M.T., Vaseghi Amiri, J., Rabbanifar, S., Rahmani, E., & Rahimi, S. (2014-a). A comprehensive investigation into the effect of water to cement ratio and powder content on mechanical properties of self-compacting concrete. Construction and Building Materials, 57, 69–80. https://doi.org/10.1016/j.conbuildmat.2014.01.098
  • Nikbin, I.M., Beygi, M.H.A., Kazemi, M.T., Vaseghi Amiri, J., Rahmani, E., Rabbanifar, S., & Eslami, M. (2014-b). A comprehensive investigation into the effect of aging and coarse aggregate size and volume on mechanical properties of self-compacting concrete. Materials and Design, 59, 199–210. https://doi.org/10.1016/j.matdes.2014.02.054
  • Nikbin, I.M., Davoodi, M.R., Fallahnejad, H., Rahimi, S., & Farahbod, F. (2016). Influence of Mineral Powder Content on the Fracture Behaviors and Ductility of Self-Compacting Concrete. Journal of Materials in Civil Engineering, 28(3), 04015147-1-14. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001404
  • Okamura, H. & Ouchi, M. (2003). Self-compacting concrete. Journal of Advanced Concrete Technology, 1(1), 5–15. https://doi.org/10.3151/jact.1.5
  • Parra, C., Valcuende, M., & Gomez, F. (2011). Splitting tensile strength and modulus of elasticity of self-compacting concrete. Construction and Building Materials, 25, 201–207. https://doi.org/10.1016/j.conbuildmat.2010.06.037
  • PCI Interim SCC Guidelines TR-6-03. (2003). Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member Plants, (148 pp.).
  • Peduzzi, P. (2014). Sand, rarer than one thinks. Environmental Development, 11, 208-218. DOI: 10.1016/j.envdev.2014.04.001 Rao, G.A. & Prasad, B.K.R. (2002). Fracture energy and softening behavior of high-strength concrete. Cement and Concrete Research, 32, 247–252. https://doi.org/10.1016/S0008-8846(01)00667-6
  • Roziere, E., Granger, S., Turcry, Ph., & Loukili, A. (2007). Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete. Cement and Concrete Composites, 29, 626–636. https://doi.org/10.1016/j.cemconcomp.2007.03.010
  • Skender, Z., Bali, A., & Kettab, R. (2021). Self-compacting concrete (SCC) behaviour incorporating limestone fines as cement and sand replacement. European Journal of Environmental and Civil Engineering, 25(10), 1852–1873. https://doi.org/10.1080/19648189.2019.1607564
  • Su, N., Hsu, K.-C., & Chai, H.-W. (2001) A simple mix design method for self-compacting concrete. Cement and Concrete Research, 31, 1799–1807. https://doi.org/10.1016/S0008-8846(01)00566-X
  • TS EN 197-1. (2012). Cement - Part1: Composition, Specifications and Conformity Criteria for Common Cements. Turkish Standards Institute.
  • TS EN 12350-8. (2011). Testing fresh concrete - Part 8: Self-compacting concrete - Slump-flow test. Turkish Standards Institute.
  • TS EN 12350-9. (2011). Testing fresh concrete - Part 9: Self-compacting concrete - V-funnel test. Turkish Standards Institute.
  • TS EN 12350-11. (2011). Testing fresh concrete - Part 11: Self-compacting concrete - Sieve segregation test. Turkish Standards Institute.
  • TS EN 12350-12. (2011). Testing fresh concrete - Part 12: Self-compacting concrete - J-ring test. Turkish Standards Institute.
  • Wustholz, T. (2003). Fresh properties of self-compacting concrete (SCC). Otto-Graf-Journal, 14, 179-188.
  • Zeghichi, L., Benghazi, Z., & Baali, L. (2014). The effect of the kind of sands and additions on the Mechanical behaviour of S.C.C. Physics Procedia, 55, 485 – 492. https://doi.org/10.1016/j.phpro.2014.07.070
  • Zhu, W. & Gibbs, J.C. (2005). Use of different limestone and chalk powders in self-compacting concrete. Cement and Concrete Research, 35, 1457–1462. https://doi.org/10.1016/j.cemconres.2004.07.001

FRESH AND HARDENED STATE PROPERTIES OF SCCs PREPARED WITH LIMESTONE-BASED MANUFACTURED AGGREGATES AND POWDER

Year 2022, Volume: 25 Issue: 3, 259 - 272, 03.09.2022

Hulusi Özkul

https://doi.org/10.17780/ksujes.1100188
Cited By: 1

Abstract

Because the amount of sand and gravel extracted from natural resources is quickly depleting, the use of manufactured aggregates is becoming increasingly important in terms of sustainability. In this study, crushed limestone and filler material were used as both sand and coarse aggregate and powder material. As a result, all of the concrete components' grains had an angular form and a rough surface. Self-compacting concretes (SCC) were made with a maximum aggregate size of 10 or 16 mm and cement content of 350 kg/m3. The amount of limestone fine was raised in increments of 100 kg/m3 up to 300 kg/m3. The effects of fine material amount and maximum coarse aggregate size on spreading, flow, passing ability through the obstacles, segregation, and rheological properties of SCCs were determined. Although the mixtures' slump flow performances remained in the SF2 and SF3 classes according to EFNARC standards, longer V-funnel times and larger J-ring differences were obtained when compared to slump flow values, particularly for 16 mm aggregate size. The hardened state properties of concretes were examined by measuring the compressive and splitting tensile strengths, modulus of elasticity and Poisson ratio.

Keywords

SCC passing ability segregation strength Poisson ratio

Project Number

MAG-115M483, 39476

References

  • Alexander, P. & Mindess, P. (2005). Aggregates in Concrete. Taylor & Francis, Oxon, 2005.
  • Al-Harthy, A.S., Abdel Halim, M., Taha, R., & Al-Jabri, K.S.(2007). The properties of concrete made with fine dune sand. Construction and Building Materials, 21, 1803–1808. https://doi.org/10.1016/j.conbuildmat.2006.05.053
  • ASTM C469. (2004) Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression. Annual Book of ASTM Standards.
  • ASTM-C1712. (2014). Standard Test Method for Rapid Assessment of Static Segregation Resistance of Self-Consolidating Concrete Using Penetration Test, Annual Book of ASTM Standards.
  • Benabed, B., Kadri, E., Azzouz, L. & Kenai, S. (2012). Properties of self-compacting mortar made with various types of sand. Cement and Concrete Composites, 34, 1167–1173. https://doi.org/10.1016/j.cemconcomp.2012.07.007
  • Bendixen, M., Iversen, L.L., Best, J., Franks, D.M., Hackney, C.R., Latrubesse, E.M., & Tusting, L.S. (2021). Sand, gravel, and UN Sustainable Development Goals: Conflicts, synergies, and pathways forward. One Earth, 4(8), 1095-1111. https://doi.org/10.1016/j.oneear.2021.07.008
  • Bouziani. T. (2013). Assessment of fresh properties and compressive strength of self-compacting concrete made with different sand types by mixture design modelling approach, Construction and Building Materials, 49, 308–314. https://doi.org/10.1016/j.conbuildmat.2013.08.039
  • Bui, V.K., Montgomery, D., Hinczak, I., & Turner, K. (2002). Rapid testing methods for segregation resistance of self-compacting concrete. Cement and Concrete Research, 32, 1489-1496. https://doi.org/10.1016/S0008-8846(02)00811-6
  • Carlsward, J., Emborg, M., Utsi, S., & Oberg, P., (2003). Effects of constituents on the workability and rheology of self-compacting concrete. In Third RILEM International Symposium on Self-Compacting Concrete, Reykjavik, Iceland, (pp. 143-153).
  • Cepuritis, R., Jacobsen, S., Pedersen, B., & Mortsell, E. (2016). Crushed sand in concrete – Effect of particle shape in different fractions and filler properties on rheology. Cement and Concrete Composites, 71, 26-41. https://doi.org/10.1016/j.cemconcomp.2016.04.004
  • Collepardi, M., Collepardi, S., & Troli. R. (2007). Properties of SSC and flowing concrete. In International Conference: Sustainable Construction Materials and Technologies. Special Papers Proceedings. Coventry, UK. (pp. 25-31).
  • Craeye, B., Van Itterbeeck, P., Desnerck, P., Boel, V., & De Schutter, G. (2006). Modulus of elasticity and tensile strength of self-compacting concrete: Survey of experimental data and structural design codes. Cement and Concrete Composites, 28, 197–208. https://doi.org/10.1016/j.cemconcomp.2014.03.011
  • Das, D. & Chatterjee, A. (2012). A comparison of hardened properties of fly-ash-based self-compacting concrete and normally compacted concrete under different curing conditions. Magazine of Concrete Research, 64(2), 129–141. https://doi.org/10.1680/macr.10.00118
  • Dinakar, P., Reddy, M.K., & Sharma, M. (2013). Behaviour of self-compacting concrete using Portland pozzolana cement with different levels of fly ash. Materials and Design, 46, 609–616. https://doi.org/10.1016/j.matdes.2012.11.015
  • EFNARC. (2005) The European guidelines for self-compacting concrete, The European Federation of Specialist Construction Chemicals and Concrete Systems.
  • Gálvez-Moreno, D. Durán-Herrera, A., González-López, J.R., & Khayat, K.H. (2016). Robustness of Powder-Type SCC with Fly Ash and Limestone Crushed Aggregates. In Eighth International RILEM Symposium on Self-Compacting Concrete-Flowing Toward Sustainability, Washington DC, USA, (pp. 107-120).
  • Georgiadis, A.S., Sideris, K.K., & Anagnostopoulos, N.S. (2010). Properties of SCC Produced with Limestone Filler or Viscosity Modifying Admixture, Journal of Materials in Civil Engineering, 22, 352-360. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000030
  • Girish, S., Ranganath, R.V. Vengala, J. (2010). Influence of powder and paste on flow properties of SCC. Construction and Building Materials, 24, 2481–2488. https://doi.org/10.1016/j.conbuildmat.2010.06.008
  • Guo, L.-P., Carpinteri, A., Spagnoli A., & Wei, S. (2009). Effects of mechanical properties of concrete constituents including active mineral admixtures on fatigue behaviours of high performance concrete. Fatigue & Fracture of Engineering Materials & Structures, 33, 66–75. https://doi.org/10.1111/j.1460-2695.2009.01416.x
  • Holschemacher, K. & Klug, Y. (2002). A Database for the Evaluation of Hardened Properties of SCC. LACER, 7, 123-134.
  • Hwang, S.-D., Khayat, K.H., & Bonneau, O. (2006). Performance-Based Specifications of Self-Consolidating Concrete Used in Structural Applications. ACI Materials Journal, 103(2), 121-129. http://doi.org/10.14359/15263
  • Isik, I.E. & Ozkul, M.H. (2014). Utilization of polysaccharides as viscosity modifying agent in self-compacting concrete. Construction and Building Materials, 72(15), 239-247. https://doi.org/10.1016/j.conbuildmat.2014.09.017
  • Khaleel, O.R., Al-Mishhadani, S.A., & Abdul Razak, H. (2011). The Effect of Coarse Aggregate on Fresh and Hardened Properties of Self-Compacting Concrete (SCC). Procedia Engineering, 14, 805–813. doi:10.1016/j.proeng.2011.07.102
  • Klug, Y. & Holschemacher, K. (2003). Comparison of the hardened properties of self-compacting and normal vibrated concrete. In Third RILEM International Symposium on Self-Compacting Concrete, Reykjavik, Iceland, (pp. 596-605).
  • Koehler, E.P. & Fowler, D.W. (2004). Development of a Portable Rheometer for Fresh Portland Cement Concrete. Research Report ICAR –105-3F, (306 p.).
  • Kwan, A.K.H. & Ng, I.Y.T. (2010). Improving performance and robustness of SCC by adding supplementary cementitious materials. Construction and Building Materials, 24, 2260–2266. https://doi.org/10.1016/j.conbuildmat.2010.04.030
  • Li, Y. & Li, J. (2014). Capillary tension theory for prediction of early autogenous shrinkage of self-consolidating concrete. Construction and Building Materials, 53, 511–516. https://doi.org/10.1016/j.conbuildmat.2013.12.010
  • Nanthagopalan, P. & Santhanam, M. (2009). Experimental investigations on the influence of paste composition and content on the properties of Self-Compacting. Construction and Building Materials, 23, 3443–3449. https://doi.org/10.1016/j.conbuildmat.2009.06.029
  • Nanthagopalan, P. & Santhanam, M. (2011). Fresh and hardened properties of self-compacting concrete produced with manufactured sand. Cement and Concrete Composites, 33, 353–358. https://doi.org/10.1016/j.cemconcomp.2010.11.005
  • Necira, B., Guettala, A., & Guettala, S. (2017). Study of the combined effect of different types of sand on the characteristics of high performance self-compacting concrete. Journal of Adhesion Science and Technology, 31(17) 1-7. https://doi.org/10.1080/01694243.2017.1289829
  • Nikbin, I.M., Beygi, M.H.A., Kazemi, M.T., Vaseghi Amiri, J., Rabbanifar, S., Rahmani, E., & Rahimi, S. (2014-a). A comprehensive investigation into the effect of water to cement ratio and powder content on mechanical properties of self-compacting concrete. Construction and Building Materials, 57, 69–80. https://doi.org/10.1016/j.conbuildmat.2014.01.098
  • Nikbin, I.M., Beygi, M.H.A., Kazemi, M.T., Vaseghi Amiri, J., Rahmani, E., Rabbanifar, S., & Eslami, M. (2014-b). A comprehensive investigation into the effect of aging and coarse aggregate size and volume on mechanical properties of self-compacting concrete. Materials and Design, 59, 199–210. https://doi.org/10.1016/j.matdes.2014.02.054
  • Nikbin, I.M., Davoodi, M.R., Fallahnejad, H., Rahimi, S., & Farahbod, F. (2016). Influence of Mineral Powder Content on the Fracture Behaviors and Ductility of Self-Compacting Concrete. Journal of Materials in Civil Engineering, 28(3), 04015147-1-14. https://doi.org/10.1061/(ASCE)MT.1943-5533.0001404
  • Okamura, H. & Ouchi, M. (2003). Self-compacting concrete. Journal of Advanced Concrete Technology, 1(1), 5–15. https://doi.org/10.3151/jact.1.5
  • Parra, C., Valcuende, M., & Gomez, F. (2011). Splitting tensile strength and modulus of elasticity of self-compacting concrete. Construction and Building Materials, 25, 201–207. https://doi.org/10.1016/j.conbuildmat.2010.06.037
  • PCI Interim SCC Guidelines TR-6-03. (2003). Interim Guidelines for the Use of Self-Consolidating Concrete in Precast/Prestressed Concrete Institute Member Plants, (148 pp.).
  • Peduzzi, P. (2014). Sand, rarer than one thinks. Environmental Development, 11, 208-218. DOI: 10.1016/j.envdev.2014.04.001 Rao, G.A. & Prasad, B.K.R. (2002). Fracture energy and softening behavior of high-strength concrete. Cement and Concrete Research, 32, 247–252. https://doi.org/10.1016/S0008-8846(01)00667-6
  • Roziere, E., Granger, S., Turcry, Ph., & Loukili, A. (2007). Influence of paste volume on shrinkage cracking and fracture properties of self-compacting concrete. Cement and Concrete Composites, 29, 626–636. https://doi.org/10.1016/j.cemconcomp.2007.03.010
  • Skender, Z., Bali, A., & Kettab, R. (2021). Self-compacting concrete (SCC) behaviour incorporating limestone fines as cement and sand replacement. European Journal of Environmental and Civil Engineering, 25(10), 1852–1873. https://doi.org/10.1080/19648189.2019.1607564
  • Su, N., Hsu, K.-C., & Chai, H.-W. (2001) A simple mix design method for self-compacting concrete. Cement and Concrete Research, 31, 1799–1807. https://doi.org/10.1016/S0008-8846(01)00566-X
  • TS EN 197-1. (2012). Cement - Part1: Composition, Specifications and Conformity Criteria for Common Cements. Turkish Standards Institute.
  • TS EN 12350-8. (2011). Testing fresh concrete - Part 8: Self-compacting concrete - Slump-flow test. Turkish Standards Institute.
  • TS EN 12350-9. (2011). Testing fresh concrete - Part 9: Self-compacting concrete - V-funnel test. Turkish Standards Institute.
  • TS EN 12350-11. (2011). Testing fresh concrete - Part 11: Self-compacting concrete - Sieve segregation test. Turkish Standards Institute.
  • TS EN 12350-12. (2011). Testing fresh concrete - Part 12: Self-compacting concrete - J-ring test. Turkish Standards Institute.
  • Wustholz, T. (2003). Fresh properties of self-compacting concrete (SCC). Otto-Graf-Journal, 14, 179-188.
  • Zeghichi, L., Benghazi, Z., & Baali, L. (2014). The effect of the kind of sands and additions on the Mechanical behaviour of S.C.C. Physics Procedia, 55, 485 – 492. https://doi.org/10.1016/j.phpro.2014.07.070
  • Zhu, W. & Gibbs, J.C. (2005). Use of different limestone and chalk powders in self-compacting concrete. Cement and Concrete Research, 35, 1457–1462. https://doi.org/10.1016/j.cemconres.2004.07.001
There are 48 citations in total.

Details

Primary Language English
Subjects Civil Engineering
Journal Section Civil Engineering
Authors

Hulusi Özkul 0000-0002-6453-8956

Project Number MAG-115M483, 39476
Publication Date September 3, 2022
Submission Date April 7, 2022
Published in Issue Year 2022Volume: 25 Issue: 3

Cite

APA Özkul, H. (2022). FRESH AND HARDENED STATE PROPERTIES OF SCCs PREPARED WITH LIMESTONE-BASED MANUFACTURED AGGREGATES AND POWDER. Kahramanmaraş Sütçü İmam Üniversitesi Mühendislik Bilimleri Dergisi, 25(3), 259-272. https://doi.org/10.17780/ksujes.1100188

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