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Durability performance and dimensional stability of roller compacted concrete: Comprehensive review

Yıl 2019, Cilt: 7 Sayı: 3, 1597 - 1626, 31.07.2019
https://doi.org/10.29130/dubited.541786

Öz

Nowadays, roller compacted concretes (RCC) are preferred because of
their fast production, low cost and better durability performance than the
conventional concretes. RCC mixtures are applied in many areas such as
airports, factories, oil stations, different industrial floors and especially
in dams and roads. In this study, a comprehensive literature review about the
advantages, disadvantages, history, mechanical and durability performance of
RCC application was made. For this purposes, the mechanical properties, such as
compressive, flexural, tensile strengths, modulus of elasticity, fatigue
behaviour and creep performance of RCC mixtures containing fly ash, blast
furnace slag, steel and polypropylene type fibers and recycled materials were
reviewed. Besides, Studies about the durability performance of RCC mixtures,
such as transport properties, freeze-thaw resistance, dimensional properties,
density and thermal characteristics in the literature were investigated.

Kaynakça

  • [1] Roller compacted mass concrete, ACI Manual of Concrete Practice, ACI 207.5R-99, 2004.
  • [2] Compaction of roller compacted concrete, ACI Manual of Concrete Practice, ACI 309.5R-00, 2000.
  • [3] S. Williams, “Construction of Roller-Compacted Concrete Pavement in the Fayetteville Shale Play Area,” Journal of the Transportation Research Board, vol. 2408, pp. 47-54, 2014.
  • [4] M. Zdiri, N. Abriak, M. Ouezdou and J. Neji, “The use of fluvial and marine sediments in the formulation of roller compacted concrete for use in pavements,” Environmental technology, vol.8, no. 30, pp. 809-815, 2009.
  • [5] S. Tayabji, T. Sherman, O. Keifer, A. Nanni, R. Piggott, D. Pittman and J. Scott, “State-of-The-Art Report on Roller-Compacted Concrete Pavements,” American Concrete Institute, USA, Rap. ACI325.10R-95, 1995.
  • [6] P. Bílý, J. Fládr and M. Haase, “Experimental verification of properties of roller-compacted concrete for pavements,” Advanced Materials Research, vol. 1124, pp. 307, 2015.
  • [7] D. Ludwig, A. Nanni and J. Shoenberger, “Use of RCC,” Application of roller-compacted concrete (RCC) technology to roadway paving, Final record. Washington, USA: U.S. Army Corps of Engineers, 1994, böl. 3, ss. 5-8.
  • [8] G. Topličić-Ćurčić, D. Grdić, N. Ristić and Z. Grdić, “Properties, materials and durability of rolled compacted concrete for pavements,” Zaštita materijala, vol. 56, no. 3, pp. 345-353, 2015.
  • [9] S. Carrascón, J. Díaz and A. Josa, “RCC Aplication in Low-Volume Roads in Spain,” 6º Simpósio International sobre Carreteras de Hormigó, pp. 93-102, 1990.
  • [10] ACI 325.10R-99, “State of the art report on roller compacted concrete pavement,” ACI Manual of Concrete Practice, USA, s. 32, 2004.
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  • [12] R. Holder, “Roller Compacted Concrete Pavement Tactical Equipment Hardstand,” Corps of Engineers, vol. 434, 1984.
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Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme

Yıl 2019, Cilt: 7 Sayı: 3, 1597 - 1626, 31.07.2019
https://doi.org/10.29130/dubited.541786

Öz

Silindirle sıkıştırılmış betonların
(SSB), geleneksel betonlara kıyasla üretiminin hızlı olması, maliyetinin düşük
olması ve daha iyi dayanıklılık performansı göstermesi nedeniyle günümüzde
yaygın olarak tercih edilmektedir. SSB karışımları hava limanları, fabrikalar,
petrol istasyonları, çeşitli endüstriyel zeminler ve özellikle barajlar, yollar
gibi birçok alanda uygulanmaktadır. Bu çalışmada SSB uygulamalarının avantaj,
dezavantaj, tarihçesi, mekanik ve durabilite özellikleri üzerine yapılan
araştırmalar ayrıntılı olarak incelenmiştir. Mekanik özellikler kapsamında
uçucu kül, yüksek fırın cürufu, çelik ve polipropilen lifler, geri kazanılmış
malzemeleri içeren SSB karışımların basınç, eğilme dayanımı, çekme dayanımı,
elastisite modülü, yorulma davranışı ve sünme performansı araştırılmıştır.
Durabilite performansı olarak SSB karışımların yoğunluk özellikleri,
geçirgenlik, boyutsal kararlılığı, donma-çözülme direnci ve termal özellikleri
kapsamında literatürde yapılan çalışmalar incelenmiştir.

Kaynakça

  • [1] Roller compacted mass concrete, ACI Manual of Concrete Practice, ACI 207.5R-99, 2004.
  • [2] Compaction of roller compacted concrete, ACI Manual of Concrete Practice, ACI 309.5R-00, 2000.
  • [3] S. Williams, “Construction of Roller-Compacted Concrete Pavement in the Fayetteville Shale Play Area,” Journal of the Transportation Research Board, vol. 2408, pp. 47-54, 2014.
  • [4] M. Zdiri, N. Abriak, M. Ouezdou and J. Neji, “The use of fluvial and marine sediments in the formulation of roller compacted concrete for use in pavements,” Environmental technology, vol.8, no. 30, pp. 809-815, 2009.
  • [5] S. Tayabji, T. Sherman, O. Keifer, A. Nanni, R. Piggott, D. Pittman and J. Scott, “State-of-The-Art Report on Roller-Compacted Concrete Pavements,” American Concrete Institute, USA, Rap. ACI325.10R-95, 1995.
  • [6] P. Bílý, J. Fládr and M. Haase, “Experimental verification of properties of roller-compacted concrete for pavements,” Advanced Materials Research, vol. 1124, pp. 307, 2015.
  • [7] D. Ludwig, A. Nanni and J. Shoenberger, “Use of RCC,” Application of roller-compacted concrete (RCC) technology to roadway paving, Final record. Washington, USA: U.S. Army Corps of Engineers, 1994, böl. 3, ss. 5-8.
  • [8] G. Topličić-Ćurčić, D. Grdić, N. Ristić and Z. Grdić, “Properties, materials and durability of rolled compacted concrete for pavements,” Zaštita materijala, vol. 56, no. 3, pp. 345-353, 2015.
  • [9] S. Carrascón, J. Díaz and A. Josa, “RCC Aplication in Low-Volume Roads in Spain,” 6º Simpósio International sobre Carreteras de Hormigó, pp. 93-102, 1990.
  • [10] ACI 325.10R-99, “State of the art report on roller compacted concrete pavement,” ACI Manual of Concrete Practice, USA, s. 32, 2004.
  • [11] Jr. W. N. Mc Cormac, “Engineer Technical Letter,” Chief, Engineering Division, Directorate of Engineers and Construction, Department of the Army, U.S. Army Corps of Engineer, Washington, USA, D.C. 1110-1-126, 1985.
  • [12] R. Holder, “Roller Compacted Concrete Pavement Tactical Equipment Hardstand,” Corps of Engineers, vol. 434, 1984.
  • [13] C.V. Logie and J.E. Oliverson, “Burlington Northern Railroad Intermodal Hub Facility,” Concrete International, vol. 2, no. 9, pp. 37-41, 1987.
  • [14] J.L. Larson, “Roller-compacted concrete pavement design practices for intermodal freight terminals at the port of Tacoma,” State-of-the-art Report, vol. 4, 1986.
  • [15] Y.H. Huang, “Pavement analysis and design”, Upper Saddle River, United States, Englewood Cliffs, N.J.: Prentice Hall, 1993, pp. 14-16.
  • [16] Kagata, “Retarder application to longitudinal roller compacted in concrete pavement joints,” 9th International Symposium in Concrete Roads, Portugal, 1998.
  • [17] J. Abrams, J. Jacksha, L. Norton and D. Irvine, “Roller-Compacted Concrete Pavement at Portland International Airport,” Transportation Research Record, no. 1062, pp. 20-24, 1986.
  • [18] J.M. Abrams and J.L. Jackshaw, “An airport Apron and a county road,” Concrete International: Design & Construction, vol. 9, no. 2, pp. 30-36, 1987.
  • [19] K.H. Khayat and N.A. Libre, “Roller compacted concrete: field evaluation and mixture optimization,” Missouri University of Science and Technology, no. 363, 2014.
  • [20] D. Harrington, F. Abdo, W. Adaska, C. V. Hazaree, H. Ceylan, F. Bektas, “Guide for roller-compacted concrete pavements,” InTrans Project Reports, vol. 102, 2010.
  • [21] U.S. Army Corps of Engineers, “Engineering and Design Roller-Compacted Concrete”, Department of the Army, Washington D.C., USA, Rap. EM 1110-2-2006, 2000.
  • [22] A. Mardani-Aghabaglou and K. Ramyar, “Mechanical properties of high-volume fly ash roller compacted concrete designed by maximum density method,” Construction and Building Materials, no. 38, pp. 356-364, 2013.
  • [23] S.K. Rao, P. Sravana and T.C. Rao, “Investigating the effect of M-sand on abrasion resistance of Fly Ash Roller Compacted Concrete (FRCC)”. Construction and Building Materials, no. 118, pp. 352-363, 2016.
  • [24] C.D. Atiş, U.K. Sevim, F. Özcan, C. Bilim, O. Karahan, A. H. Tanrikulu and A. Ekşi, “Strength properties of roller compacted concrete containing a non-standard high calcium fly ash,” Materials Letters, vol. 9, no. 58, pp. 1446-1450, 2004.
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  • [53] E.K. Vahidi, M.M. Malekabadi, A. Rezaei, M.M. Roshani and G.H. Roshani, “Modelling of Mechanical Properties of Roller Compacted Concrete Containing RHA using ANFIS,” Computers and Concrete, vol. 4, no. 19, pp. 435-442, 2017.
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  • [55] A.A. Salih and Z.M. Abed, “Effect of Using Porcelanite as Partial Replacement of Fine Aggregate on Roller Compacted Concrete with Different Curing Methods,” Journal of Engineering, vol. 9, no. 22, pp. 21-35, 2016.
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  • [57] M.C. Albuquerque, J.T. Balbo, E.C. Sansone and P.C. Pinto, “Fracture characterization of roller compacted concrete mixtures with blast furnace slag and industrial sand,” International Journal of Pavement Research and Technology, vol. 4, no. 4, pp. 244-251, 2011.
  • [58] M.S. Jaafar, J. Noorzaei, A.A. Abdulrazeg, T.A. Mohammed and P. Khanehzaei, “A Spatial FEM model of thermal and mechanical action in RCC dam,” Structural Longevity,vol.3, no. 5, pp. 147-155, 2011.
  • [59] Q. Li, F. Zhang, W. Zhang and L. Yang, “Fracture and tension properties of roller compacted concrete cores in uniaxial tension,” Journal of materials in civil engineering, vol.5, no. 14, pp. 366-373, 2002.
  • [60] Z. Wu, M. Mahdi and T.D. Rupnow, “Accelerated pavement testing of thin RCC over soil cement pavements,” International Journal of Pavement Research and Technology, vol.3, no. 9, pp. 159-168, 2016.
  • [61] W. Sun, J. Liu, H. Qin, Y. Zhang, Z. Jin and M. Qian, “Fatigue performance and equations of roller compacted concrete with fly ash,” Cement and concrete research, vol. 2, no. 28, pp. 309-315, 1998.
  • [62] J.P. Won, C.I.I. Jang, S.W. Lee and W.Y. Kim, “Durability Performance Of Roller Compacted Concrete Using Fly Ash,” Proc. Int. Symp, Brittle Matrix Composites 9, Warsaw, Poland, October 25-28, 2009.
  • [63] M.I. Abu-Khashaba, I. Adam and A. El-Ashaal, “Investigating the possibility of constructing low cost roller compacted concrete dam,” Alexandria Engineering Journal, vol.1, no. 53, pp. 131-142, 2014.
  • [64] S. A. M. Rad and A. Modarres, “Durability properties of non-air entrained roller compacted concrete pavement containing coal waste ash in presence of de-icing salts,” Cold Regions Science and Technology, no. 137, pp. 48-59, 2017.
  • [65] M. Ali Ahmad, M. Miri and M. Rashki, “Probabilistic and experimental investigating the effect of pozzolan and Lumachelle fine aggregates on roller compacted concrete properties,” Construction and Building Materials, no. 151, pp. 755-766, 2017.
  • [66] A. Aghaeipour and M. Madhkhan, “Effect of ground granulated blast furnace slag (GGBFS) on RCCP durability,” Construction and Building Materials, no. 141, pp. 533-541, 2017.
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  • [68] A. Mardani-Aghabaglou, Ö. Andiç-Çakir and K. Ramyar, “Freeze–thaw resistance and transport properties of high-volume fly ash roller compacted concrete designed by maximum density method,” Cement and Concrete Composites, no. 37, pp. 259-266. 2013.
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Toplam 88 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Ali Mardani 0000-0003-0326-5015

Sultan Husein Bayqra Bu kişi benim 0000-0001-6889-2584

Süleyman Özen 0000-0001-5522-427X

Zia Ahmad Faqırı Bu kişi benim 0000-0001-9690-9355

Kambiz Ramyar 0000-0003-2200-2691

Yayımlanma Tarihi 31 Temmuz 2019
Yayımlandığı Sayı Yıl 2019 Cilt: 7 Sayı: 3

Kaynak Göster

APA Mardani, A., Bayqra, S. H., Özen, S., Faqırı, Z. A., vd. (2019). Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme. Düzce Üniversitesi Bilim Ve Teknoloji Dergisi, 7(3), 1597-1626. https://doi.org/10.29130/dubited.541786
AMA Mardani A, Bayqra SH, Özen S, Faqırı ZA, Ramyar K. Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme. DÜBİTED. Temmuz 2019;7(3):1597-1626. doi:10.29130/dubited.541786
Chicago Mardani, Ali, Sultan Husein Bayqra, Süleyman Özen, Zia Ahmad Faqırı, ve Kambiz Ramyar. “Silindirle sıkıştırılmış Betonun dayanıklılık Performansı Ve Boyutsal kararlılığı: Kapsamlı Inceleme”. Düzce Üniversitesi Bilim Ve Teknoloji Dergisi 7, sy. 3 (Temmuz 2019): 1597-1626. https://doi.org/10.29130/dubited.541786.
EndNote Mardani A, Bayqra SH, Özen S, Faqırı ZA, Ramyar K (01 Temmuz 2019) Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme. Düzce Üniversitesi Bilim ve Teknoloji Dergisi 7 3 1597–1626.
IEEE A. Mardani, S. H. Bayqra, S. Özen, Z. A. Faqırı, ve K. Ramyar, “Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme”, DÜBİTED, c. 7, sy. 3, ss. 1597–1626, 2019, doi: 10.29130/dubited.541786.
ISNAD Mardani, Ali vd. “Silindirle sıkıştırılmış Betonun dayanıklılık Performansı Ve Boyutsal kararlılığı: Kapsamlı Inceleme”. Düzce Üniversitesi Bilim ve Teknoloji Dergisi 7/3 (Temmuz 2019), 1597-1626. https://doi.org/10.29130/dubited.541786.
JAMA Mardani A, Bayqra SH, Özen S, Faqırı ZA, Ramyar K. Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme. DÜBİTED. 2019;7:1597–1626.
MLA Mardani, Ali vd. “Silindirle sıkıştırılmış Betonun dayanıklılık Performansı Ve Boyutsal kararlılığı: Kapsamlı Inceleme”. Düzce Üniversitesi Bilim Ve Teknoloji Dergisi, c. 7, sy. 3, 2019, ss. 1597-26, doi:10.29130/dubited.541786.
Vancouver Mardani A, Bayqra SH, Özen S, Faqırı ZA, Ramyar K. Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme. DÜBİTED. 2019;7(3):1597-626.