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Strength Properties of Hardened Concrete Produced with Natural Aggregates for Different Water/Cement Ratios

Year 2018, Issue: 14, 280 - 287, 31.12.2018
https://doi.org/10.31590/ejosat.486093

Abstract

Due to the
competition in the concrete sector, there is a need for better quality and
low-cost concrete production in recent years. One of the changes that can be
made in this direction is the use of natural aggregates, which are expected to
be particularly strong and obtained from river beds, in the production of
concrete. It is intended to provide economic gain in Turkey, a country which is
rich in terms of riverbeds, by evaluating these natural aggregates in the
concrete production. It is common to use crushed stones as aggregates in
concrete. However, such aggregates are difficult and costly to manufacture.
Therefore, it is necessary to evaluate the existing natural resources
efficiently. This study aims to investigate the effects of natural aggregates
on hardened concrete properties. In the present study, quartzitic natural
aggregates from the river beds in the Mediterranean region were used as
aggregate. The experiments were carried out for different water/cement ratios
by keeping the aggregate granulometry and cement dosage constant. A number of
concrete samples produced within the scope of this study were subjected to
hardened concrete tests such as compressive strength and splitting tensile
strength. The results obtained are in accordance with the relevant TS
standards. Thus, it was determined that these aggregates could be used in
concrete for concrete strength. The strength of concrete samples and
water/cement ratio were determined to be inversely proportional. In addition, a
good fit was achieved between the results obtained from the compressive
strength and splitting tensile strength tests.

References

  • Abrams, D. A. 1919. Design of concrete mixtures (Vol. 1). Structural Materials Research Laboratory, Lewis Institute.
  • ACI Committee 116, 1994. Cement and Concrete Terminology, ACI Manual of Concrete Practice, Part 1.
  • Alexander, M.G., Milne, T.I. 1995. Influence of Cement Blend and Aggregate Type on Stress- Strain Behavior and Elastic Modulus of Concrete, ACI Materials Journal, Volume 92, May-June.pp 227–235.
  • Apaydın, M. S. 2007. The impact of different types of aggregates on mechanical properties of concrete, Master Thesis, Istanbul Technical University, Istanbul (in Turkish).
  • Cetin, A. and Carrasquillo, R. L. 1998. High-performance concrete: influence of coarse aggregates on mechanical properties. Materials Journal, 95(3), 252-261.
  • Ekinci, C.E., Keleşoğlu, Ö. 2014. A Study on Occupancy and Compressive Strength of Concrete with Produced Injection Method. Advances in Materials Science and Engineering, 2014(),1-8.
  • Erdogan, Y.T., 1995. Betonu Olusturan Malzemeler Agregalar, Türkiye Hazır Beton Birligi Yayını, Istanbul.
  • Huang, Y., He, X., Sun, H., Sun, Y., Wang, Q. 2018. Effects of coral, recycled and natural coarse aggregates on the mechanical properties of concrete. Construction and Building Materials, 192, 330-347.
  • Kaplan, M.F. 1959. Flexural and Compressive Strength of Concrete as Affected by the Properties of Coarse Aggregates, Journal of American Concrete Institute, May, pp. 1193–1208.
  • Kawakami, H., 1992. Effect of Aggregate Type on the Mechanical Properties of Concrete, Interfaces in Cementitious Composites, J.C.Masa (Ed) Touluuse, pp. 179–186.
  • Mehta, P. K., Monteiro P.J.M. 1997. Concrete Microstucture, Properties and Materials. Chapter: 8, Admixtures, Indian Concrete Institute, Chennai, pp.256–271.
  • Neville, A.M. 1981. Properties Of Concrete, Third Edition, Longman Scientific and Technical.
  • Özkahraman, H.T., Isık, E.C. 2005. The Effect of Chemical and Mineralogical Composition of Aggregates on Tensile Adhesion Strengt of Tiles, Construction and Building Materails, Vol: 9, No:4. pp.251–255.
  • Shah, S.P., Winter, G. 1968. Inelastic Behavior and Fracture of Concrete, Symp. on Causes, Mechanism and Control of Cracking in Concrete, ACI Special Publication, Volume 20, January, pp.5–28.
  • TS 706 EN 12620+A1, 2009. Beton agregaları, Türk Standartları Enstitüsü, Ankara.
  • TS EN 197-1, 2002. Çimento-Bölüm 1: Genel Çimentolar-Bileşim. Özellikler ve Uygunluk Kriterleri, Türk Standartları Enstitüsü, Ankara.
  • TS EN 12390-3, 2003. Beton-Sertleşmiş Beton Deneyleri-Bölüm 3: Deney numunelerinde basınç dayanımının tayini, Türk Standartları Enstitüsü, Ankara.
  • TS EN 12390-6, 2010. Beton-Sertleşmiş Beton Deneyleri-Bölüm 3: Deney numunelerinin yarmada çekme dayanımının tayini, Türk Standartları Enstitüsü, Ankara.
  • Tuğrul, E., (2015). The Investigation of Abrasion Resistance of Aggregates Under Different Conditions. Master Thesis, Firat University, Elazığ (in Turkish).
  • Tuğrul, E. 2017. Investigation of the Compressive Strength of Haroğlu Calcareous and its Usability in Concrete. 8th International Advanced Technologies Symposium, 19-22 October 2017, Elazığ/TURKEY.
  • Tuğrul Tunç, E. 2018. Effects of basalt aggregates on concrete properties. Qualitative Studies, 13(2), http://dx.doi.org/10.12739/NWSA.2018.13.2.E0043.
  • Tunc, E. T. 2018. The effects of cement dosage on the mechanical properties of concrete produced with waste marble aggregate. 13th International Congress on Advances in Civil Engineering, 12-14 September 2018, Izmir/TURKEY.
  • Tunc, E. T. 2019. Recycling of marble waste: A review based on strength of concrete containing marble waste. Journal of environmental management, 231, 86-97, https://doi.org/10.1016/j.jenvman.2018.10.034.
  • Yazıcı, M. 2006. Usability of aggregate has been provided from Rize-İyidere in ready mixed concrete, Master Thesis, Gazi University, Ankara (in Turkish).

Strength Properties of Hardened Concrete Produced with Natural Aggregates for Different Water/Cement Ratios

Year 2018, Issue: 14, 280 - 287, 31.12.2018
https://doi.org/10.31590/ejosat.486093

Abstract

Due to the
competition in the concrete sector, there is a need for better quality and
low-cost concrete production in recent years. One of the changes that can be
made in this direction is the use of natural aggregates, which are expected to
be particularly strong and obtained from river beds, in the production of
concrete. It is intended to provide economic gain in Turkey, a country which is
rich in terms of riverbeds, by evaluating these natural aggregates in the
concrete production. It is common to use crushed stones as aggregates in
concrete. However, such aggregates are difficult and costly to manufacture.
Therefore, it is necessary to evaluate the existing natural resources
efficiently. This study aims to investigate the effects of natural aggregates
on hardened concrete properties. In the present study, quartzitic natural
aggregates from the river beds in the Mediterranean region were used as
aggregate. The experiments were carried out for different water/cement ratios
by keeping the aggregate granulometry and cement dosage constant. A number of
concrete samples produced within the scope of this study were subjected to
hardened concrete tests such as compressive strength and splitting tensile
strength. The results obtained are in accordance with the relevant TS
standards. Thus, it was determined that these aggregates could be used in
concrete for concrete strength. The strength of concrete samples and
water/cement ratio were determined to be inversely proportional. In addition, a
good fit was achieved between the results obtained from the compressive
strength and splitting tensile strength tests.

References

  • Abrams, D. A. 1919. Design of concrete mixtures (Vol. 1). Structural Materials Research Laboratory, Lewis Institute.
  • ACI Committee 116, 1994. Cement and Concrete Terminology, ACI Manual of Concrete Practice, Part 1.
  • Alexander, M.G., Milne, T.I. 1995. Influence of Cement Blend and Aggregate Type on Stress- Strain Behavior and Elastic Modulus of Concrete, ACI Materials Journal, Volume 92, May-June.pp 227–235.
  • Apaydın, M. S. 2007. The impact of different types of aggregates on mechanical properties of concrete, Master Thesis, Istanbul Technical University, Istanbul (in Turkish).
  • Cetin, A. and Carrasquillo, R. L. 1998. High-performance concrete: influence of coarse aggregates on mechanical properties. Materials Journal, 95(3), 252-261.
  • Ekinci, C.E., Keleşoğlu, Ö. 2014. A Study on Occupancy and Compressive Strength of Concrete with Produced Injection Method. Advances in Materials Science and Engineering, 2014(),1-8.
  • Erdogan, Y.T., 1995. Betonu Olusturan Malzemeler Agregalar, Türkiye Hazır Beton Birligi Yayını, Istanbul.
  • Huang, Y., He, X., Sun, H., Sun, Y., Wang, Q. 2018. Effects of coral, recycled and natural coarse aggregates on the mechanical properties of concrete. Construction and Building Materials, 192, 330-347.
  • Kaplan, M.F. 1959. Flexural and Compressive Strength of Concrete as Affected by the Properties of Coarse Aggregates, Journal of American Concrete Institute, May, pp. 1193–1208.
  • Kawakami, H., 1992. Effect of Aggregate Type on the Mechanical Properties of Concrete, Interfaces in Cementitious Composites, J.C.Masa (Ed) Touluuse, pp. 179–186.
  • Mehta, P. K., Monteiro P.J.M. 1997. Concrete Microstucture, Properties and Materials. Chapter: 8, Admixtures, Indian Concrete Institute, Chennai, pp.256–271.
  • Neville, A.M. 1981. Properties Of Concrete, Third Edition, Longman Scientific and Technical.
  • Özkahraman, H.T., Isık, E.C. 2005. The Effect of Chemical and Mineralogical Composition of Aggregates on Tensile Adhesion Strengt of Tiles, Construction and Building Materails, Vol: 9, No:4. pp.251–255.
  • Shah, S.P., Winter, G. 1968. Inelastic Behavior and Fracture of Concrete, Symp. on Causes, Mechanism and Control of Cracking in Concrete, ACI Special Publication, Volume 20, January, pp.5–28.
  • TS 706 EN 12620+A1, 2009. Beton agregaları, Türk Standartları Enstitüsü, Ankara.
  • TS EN 197-1, 2002. Çimento-Bölüm 1: Genel Çimentolar-Bileşim. Özellikler ve Uygunluk Kriterleri, Türk Standartları Enstitüsü, Ankara.
  • TS EN 12390-3, 2003. Beton-Sertleşmiş Beton Deneyleri-Bölüm 3: Deney numunelerinde basınç dayanımının tayini, Türk Standartları Enstitüsü, Ankara.
  • TS EN 12390-6, 2010. Beton-Sertleşmiş Beton Deneyleri-Bölüm 3: Deney numunelerinin yarmada çekme dayanımının tayini, Türk Standartları Enstitüsü, Ankara.
  • Tuğrul, E., (2015). The Investigation of Abrasion Resistance of Aggregates Under Different Conditions. Master Thesis, Firat University, Elazığ (in Turkish).
  • Tuğrul, E. 2017. Investigation of the Compressive Strength of Haroğlu Calcareous and its Usability in Concrete. 8th International Advanced Technologies Symposium, 19-22 October 2017, Elazığ/TURKEY.
  • Tuğrul Tunç, E. 2018. Effects of basalt aggregates on concrete properties. Qualitative Studies, 13(2), http://dx.doi.org/10.12739/NWSA.2018.13.2.E0043.
  • Tunc, E. T. 2018. The effects of cement dosage on the mechanical properties of concrete produced with waste marble aggregate. 13th International Congress on Advances in Civil Engineering, 12-14 September 2018, Izmir/TURKEY.
  • Tunc, E. T. 2019. Recycling of marble waste: A review based on strength of concrete containing marble waste. Journal of environmental management, 231, 86-97, https://doi.org/10.1016/j.jenvman.2018.10.034.
  • Yazıcı, M. 2006. Usability of aggregate has been provided from Rize-İyidere in ready mixed concrete, Master Thesis, Gazi University, Ankara (in Turkish).
There are 24 citations in total.

Details

Primary Language English
Subjects Engineering
Journal Section Articles
Authors

Esra Tuğrul Tunç 0000-0001-9071-774X

Publication Date December 31, 2018
Published in Issue Year 2018 Issue: 14

Cite

APA Tuğrul Tunç, E. (2018). Strength Properties of Hardened Concrete Produced with Natural Aggregates for Different Water/Cement Ratios. Avrupa Bilim Ve Teknoloji Dergisi(14), 280-287. https://doi.org/10.31590/ejosat.486093