Research Article
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Year 2018, Volume: 13 Issue: 2, 68 - 79, 14.04.2018

Abstract

References

  • • Açıkgenç, M., Arazsu, U., and Alyamaç, K.E., (2012). Strength and Durability Properties of Polypropylene Fiber-Reinforced Concrete with Different Mixture Proportions. Süleyman Demirel University, International Journal of Technological Sciences, 4(3), 41-54 (in Turkish).
  • • Ajdukiewicz, A. and Kliszczewicz, A., (2002). Influence of Recycled Aggregates on Mechanical Properties of HS/HPC. Cement and Concrete Composites, 24(2), 269-279.
  • • Al-Baijat, H.M., (2008). The use of Basalt Aggregates in concrete mixes in Jordan. Jordan Journal of Civil Engineering, 2(1), 63-70.
  • • Alyamaç, K.E. and Tuğrul, E., (2014). A Durable, Eco-Friendly and Aesthetic Concrete Work: Marble Concrete. In 11th Int. Cong. Adv. Civ. Eng. (ACE 2014), 50, 21-25.
  • • Binici, H., Durgun, M.Y., and Gürün, D.K., (2009). Usage of Tuysuz Basaltic Tuff in Production of Lightweight Concrete. Kahramanmaraş Sütçü İmam University, Journal of Engineering Sciences, 12(2), 2009 (in Turkish).
  • • Çelik, M.Y. and Şahbaz, A., (2017). Investigation of the Usability of Ilıca (Kütahya) Basalt as Concrete Aggregate. Politeknik Dergisi, 20(4), 887-898 (in Turkish).
  • • Ibrahim, A., Faisal, S., and Jamil, N., (2009). Use of Basalt in Asphalt Concrete Mixes. Construction and Building Materials, 23(1), 498-506.
  • • Kılıç, A., Atiş, C.D., Teymen, A., Karahan, O., Özcan, F., Bilim, C., and Özdemir, M. (2008). The Influence of Aggregate Type on The Strength and Abrasion Resistance of high strength concrete. Cement and Concrete Composites, 30(4), 290-296.
  • • Korkanç, M. and Tuğrul, A., (2003). Niğde Yöresi Bazaltlarının Beton Agregası Olarak Kullanılabilirliği. 3. Ulusal Kırmataş Sempozyumu, 99.
  • • Özturan, T. and Çeçen, C., (1997). Effect of Aggregate Type on the Mechanical Properties of Concretes with Different Strengths, Cement and Concrete Research, 27, No:2, pp:165-170.
  • • Pek, N.A., (2014). Beton Deniz Yapılarında Bazalt Agrega Kullanımı. Teknik Dergi, 25(123) (in Turkish).
  • • Şengül, Ö., Taşdemir, C., Koruç, Ş., and Sönmez, R., (2003). Agrega Türünün Betonun Donma-Çözülme Dayanıklılığına Etkisi. 3. Ulusal Kırma taş Sempozyumu (in Turkish).
  • • Tasong, W.A., Lynsdale, C.J., and Cripps, J.C., (1998). Aggregate-Cement Paste Interface. II: Influence of aggregate physical properties. Cement and Concrete Research, 28(10), 1453-1465.
  • • Taşdemir, C., 2001. Agrega Tür ve Boyutunun Beton Performansına Etkisi, THBB Hazır Beton, Mart-Nisan, İstanbul (in Turkish).
  • • Tuğrul, E., (2015). The Investigation of Abrasion Resistance of Aggregates Under Different Conditions. Master Thesis, Fırat University, Elazığ (in Turkish).
  • • Tuğrul, E., (2017). Investigation of the Compressive Strength of Haroğlu Calcareousand its Usability in Concrete. 8th International Advanced Technologies Symposium, (),3721-728.
  • • Tunç, E.T., (2018a). Determination of Los Angeles Abrasion Loss of the Basalt Aggregate Type of Elazığ Province. International Conference on Innovative Engineering Applications (CIEA-2018), (595-602).
  • • Tunç, E.T., (2018b). The Effects of Cement Dosage on the Mechanical Properties of Concrete Produced with Waste Marble Aggregate. In 13th Int. Cong. on Adv. Civ. Eng. (ACE 2018), 12-14.
  • • 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.
  • • TS EN 197-1, (2002). Genel çimentolar- Bileşim, Özellikler Ve Uygunluk Kriterleri, Türk Standartları Enstitüsü, Ankara.
  • • TS 706 EN 12620+A1, (2009). “Beton Agregaları”, Türk Standartları Enstitüsü, Ankara.
  • • TS 802, (1985). Beton Karışımı Hesap Esasları, Türk Standartları Enstitüsü, Ankara.
  • • Ulas, M.A., Alyamac, K.E., and Ulucan, Z.C., (2018). Development of Nomogram for the Practical Mix Design of Steel Fiber Reinforced Concrete. Construction and Building Materials, 181, 437-446.
  • • Yalçın, H. and Gürü, M., (2006). Çimento ve Beton, Palme Yayıncılık, Ankara (in Turkish).

EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES

Year 2018, Volume: 13 Issue: 2, 68 - 79, 14.04.2018

Abstract

Concrete
is one of the most important building materials of engineering structures and
especially construction applications. Since compressive strength is the most
effective parameter for determining the strength of concrete, it is one of the
most important mechanical properties to be determined in concrete. Aggregate
grain strength, aggregate granulometry, cement strength, water/cement ratio,
and concrete fill rate are the most important factors affecting the compressive
strength of concrete. The quality of concrete is directly related to the
aggregate that is volumetrically found most in the concrete. It is suggested
that high strength, hard, easy to obtain and easy to access basalt aggregates
are preferred to obtain high-performance concrete. The present study aims to
investigate the fresh and hardened concrete properties of the concrete produced
by the basalt aggregates extracted in the Elazig region. For this purpose,
concrete mixtures containing cement dosages of 300, 350 and 400 kg/m3
and containing different sizes of basalt aggregates were prepared. The concrete
compressive strengths were tested for cubic samples of 150x150x150mm and
100x100x100mm, while the tensile splitting strengths were tested for cubic
samples of 150x150x150mm. As a result of the tests performed, as the cement
dosage increased, the slump values of the concrete mixtures and the strength of
the concrete increased. The micro-structural structure of existing aggregates
was investigated, and strong molecular bonds were observed with SEM analysis
conducted within the scope of this study. In addition, a comparison was made
with reference to the concrete samples prepared with different types of
aggregates used in previous studies. It was seen that the compressive strength
of the concrete containing the basalt aggregate was generally higher. In this
experimental study, it was concluded that the concretes produced with basalt
aggregates might have better mechanical properties and be environmentally
friendly and economical.

References

  • • Açıkgenç, M., Arazsu, U., and Alyamaç, K.E., (2012). Strength and Durability Properties of Polypropylene Fiber-Reinforced Concrete with Different Mixture Proportions. Süleyman Demirel University, International Journal of Technological Sciences, 4(3), 41-54 (in Turkish).
  • • Ajdukiewicz, A. and Kliszczewicz, A., (2002). Influence of Recycled Aggregates on Mechanical Properties of HS/HPC. Cement and Concrete Composites, 24(2), 269-279.
  • • Al-Baijat, H.M., (2008). The use of Basalt Aggregates in concrete mixes in Jordan. Jordan Journal of Civil Engineering, 2(1), 63-70.
  • • Alyamaç, K.E. and Tuğrul, E., (2014). A Durable, Eco-Friendly and Aesthetic Concrete Work: Marble Concrete. In 11th Int. Cong. Adv. Civ. Eng. (ACE 2014), 50, 21-25.
  • • Binici, H., Durgun, M.Y., and Gürün, D.K., (2009). Usage of Tuysuz Basaltic Tuff in Production of Lightweight Concrete. Kahramanmaraş Sütçü İmam University, Journal of Engineering Sciences, 12(2), 2009 (in Turkish).
  • • Çelik, M.Y. and Şahbaz, A., (2017). Investigation of the Usability of Ilıca (Kütahya) Basalt as Concrete Aggregate. Politeknik Dergisi, 20(4), 887-898 (in Turkish).
  • • Ibrahim, A., Faisal, S., and Jamil, N., (2009). Use of Basalt in Asphalt Concrete Mixes. Construction and Building Materials, 23(1), 498-506.
  • • Kılıç, A., Atiş, C.D., Teymen, A., Karahan, O., Özcan, F., Bilim, C., and Özdemir, M. (2008). The Influence of Aggregate Type on The Strength and Abrasion Resistance of high strength concrete. Cement and Concrete Composites, 30(4), 290-296.
  • • Korkanç, M. and Tuğrul, A., (2003). Niğde Yöresi Bazaltlarının Beton Agregası Olarak Kullanılabilirliği. 3. Ulusal Kırmataş Sempozyumu, 99.
  • • Özturan, T. and Çeçen, C., (1997). Effect of Aggregate Type on the Mechanical Properties of Concretes with Different Strengths, Cement and Concrete Research, 27, No:2, pp:165-170.
  • • Pek, N.A., (2014). Beton Deniz Yapılarında Bazalt Agrega Kullanımı. Teknik Dergi, 25(123) (in Turkish).
  • • Şengül, Ö., Taşdemir, C., Koruç, Ş., and Sönmez, R., (2003). Agrega Türünün Betonun Donma-Çözülme Dayanıklılığına Etkisi. 3. Ulusal Kırma taş Sempozyumu (in Turkish).
  • • Tasong, W.A., Lynsdale, C.J., and Cripps, J.C., (1998). Aggregate-Cement Paste Interface. II: Influence of aggregate physical properties. Cement and Concrete Research, 28(10), 1453-1465.
  • • Taşdemir, C., 2001. Agrega Tür ve Boyutunun Beton Performansına Etkisi, THBB Hazır Beton, Mart-Nisan, İstanbul (in Turkish).
  • • Tuğrul, E., (2015). The Investigation of Abrasion Resistance of Aggregates Under Different Conditions. Master Thesis, Fırat University, Elazığ (in Turkish).
  • • Tuğrul, E., (2017). Investigation of the Compressive Strength of Haroğlu Calcareousand its Usability in Concrete. 8th International Advanced Technologies Symposium, (),3721-728.
  • • Tunç, E.T., (2018a). Determination of Los Angeles Abrasion Loss of the Basalt Aggregate Type of Elazığ Province. International Conference on Innovative Engineering Applications (CIEA-2018), (595-602).
  • • Tunç, E.T., (2018b). The Effects of Cement Dosage on the Mechanical Properties of Concrete Produced with Waste Marble Aggregate. In 13th Int. Cong. on Adv. Civ. Eng. (ACE 2018), 12-14.
  • • 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.
  • • TS EN 197-1, (2002). Genel çimentolar- Bileşim, Özellikler Ve Uygunluk Kriterleri, Türk Standartları Enstitüsü, Ankara.
  • • TS 706 EN 12620+A1, (2009). “Beton Agregaları”, Türk Standartları Enstitüsü, Ankara.
  • • TS 802, (1985). Beton Karışımı Hesap Esasları, Türk Standartları Enstitüsü, Ankara.
  • • Ulas, M.A., Alyamac, K.E., and Ulucan, Z.C., (2018). Development of Nomogram for the Practical Mix Design of Steel Fiber Reinforced Concrete. Construction and Building Materials, 181, 437-446.
  • • Yalçın, H. and Gürü, M., (2006). Çimento ve Beton, Palme Yayıncılık, Ankara (in Turkish).
There are 24 citations in total.

Details

Primary Language English
Journal Section Articles
Authors

Esra Tugrul Tunc 0000-0001-9071-774X

Publication Date April 14, 2018
Published in Issue Year 2018 Volume: 13 Issue: 2

Cite

APA Tugrul Tunc, E. (2018). EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES. Qualitative Studies, 13(2), 68-79.
AMA Tugrul Tunc E. EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES. Qualitative Studies. April 2018;13(2):68-79.
Chicago Tugrul Tunc, Esra. “EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES”. Qualitative Studies 13, no. 2 (April 2018): 68-79.
EndNote Tugrul Tunc E (April 1, 2018) EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES. Qualitative Studies 13 2 68–79.
IEEE E. Tugrul Tunc, “EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES”, Qualitative Studies, vol. 13, no. 2, pp. 68–79, 2018.
ISNAD Tugrul Tunc, Esra. “EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES”. Qualitative Studies 13/2 (April 2018), 68-79.
JAMA Tugrul Tunc E. EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES. Qualitative Studies. 2018;13:68–79.
MLA Tugrul Tunc, Esra. “EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES”. Qualitative Studies, vol. 13, no. 2, 2018, pp. 68-79.
Vancouver Tugrul Tunc E. EFFECTS OF BASALT AGGREGATES ON CONCRETE PROPERTIES. Qualitative Studies. 2018;13(2):68-79.