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

Year 2019, Volume: 7 Issue: 3, 1597 - 1626, 31.07.2019
https://doi.org/10.29130/dubited.541786

Abstract

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.

References

  • [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.
  • [25] C. Cao, W. Sun and H. Qin, “The analysis on strength and fly ash effect of roller-compacted concrete with high volume fly ash,” Cement and concrete research, vol.1, no. 30, pp. 71-75, 2000.
  • [26] S.K. Rao, P. Sravana and T.C. Rao, “Strength and compaction characteristics of fly ash roller compacted concrete,” International Journal of Scientific Research in Knowledge, vol.10, no. 3, pp. 260-269, 2015.
  • [27] S. Pavan and S. K. Rao, “Effect of Fly ash on strength characteristics of roller compacted concrete pavement,” IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE, no. 11, pp. 04-08, 2014.
  • [28] S.K. Rao, P. Sravana and T.C. Rao, “Investigation on pozzolanic effect of fly ash in roller compacted concrete pavement,” IRACST-Engineering Science and Technology: An International Journal (ESTIJ), vol.2, no. 5, pp. 202-206, 2015.
  • [29] M. Rao, H. Yang, Y. Lin, J. Li and Y. Shi, “Influence of maximum aggregate sizes on the performance of RCC,” Construction and Building Materials, no. 115, pp. 42-47, 2016.
  • [30] S.K. Rao, P. Sravana and T.C. Rao, “Investigating the effect of M-sand on abrasion resistance of Roller Compacted Concrete containing GGBS,” Construction and Building Materials, no. 122, pp. 191-201, 2016.
  • [31] S.K. Rao, P. Sravana and T.C. Rao, “Abrasion resistance and mechanical properties of Roller Compacted Concrete with GGBS,” Construction and Building Materials, no. 114, pp. 925-933, 2016.
  • [32] A. Karimpour, “Effect of time span between mixing and compacting on roller compacted concrete (RCC) containing ground granulated blast furnace slag (GGBFS),” Construction and Building Materials, vol. 11, no. 24, pp. 2079-2083, 2010.
  • [33] M.N.T. Lam, S. Jaritngam and D.H. Le, “Roller-compacted concrete pavement made of electric arc furnace slag aggregate: Mix design and mechanical properties,” Construction and Building Materials, no. 154, pp. 482-495, 2017.
  • [34] M. Madhkhan, R. Azizkhani and M.T. Harchegani, “Effects of pozzolans together with steel and polypropylene fibers on mechanical properties of RCC pavements,” Construction and Building materials, s. 26(1), ss. 102-112, 2012.
  • [35] A. Benouadah, M. Beddar and A. Meddah, “Physical and mechanical behaviour of a roller compacted concrete reinforced with polypropylene fiber,” Journal of Fundamental and Applied Sciences, vol.2, no. 9, pp. 623-635, 2017.
  • [36] K. Neocleous, H. Angelakopoulos, K. Pilakoutas and M. Guadagnini, “Fibre-reinforced roller-compacted concrete transport pavements,” Proceedings of the ICE-Transport, no. 164, pp. 97-109, 2011.
  • [37] Ş. Yazıcı, A. Mardani-Aghabaglou, M. Tuyan and A.A. Üte, “Mechanical properties and impact resistance of roller-compacted concrete containing polypropylene fibre,” Magazine of Concrete Research, vol.16, no. 67, pp. 867-875, 2015.
  • [38] J.N. Karadelis and Y. Lin, “Flexural strengths and fibre efficiency of steel-fibre-reinforced, roller-compacted, polymer modified concrete,” Construction and Building Materials, no. 93, pp. 498-505, 2015. [39] A.A. Üte, “Uçucu Kül ve Polipropilen Lif Kullanımının Silindirle Sıkıştırılmış Beton Özelliklerine Etkisi,” Yüksek lisans Tezi, Fen Bilimleri Enstitüsü, Ege Üniversitesi, İzmir, Türkiye, 2008.
  • [40] M. Fakhri and E. Amoosoltani, “The effect of reclaimed asphalt pavement and crumb rubber on mechanical properties of roller compacted concrete pavement,” Construction and Building Materials, no. 137, pp. 470-484, 2017.
  • [41] A. Modarres and Z. Hosseini, “Mechanical properties of roller compacted concrete containing rice husk ash with original and recycled asphalt pavement material,” Materials & Design, no. 64, pp. 227-236, 2014.
  • [42] C. Settari, F. Debieb, E.H. Kadri and O. Boukendakdji, “Assessing the effects of recycled asphalt pavement materials on the performance of roller compacted concrete,” Construction and Building Materials, no. 101, pp. 617-621, 2015.
  • [43] F. Debieb, L. Courard, S. Kenai and R. Degeimbre, “Roller compacted concrete with contaminated recycled aggregates,” Construction and Building Materials, vol.11, no. 23, pp. 3382-3387, 2009.
  • [44] L. Courard, F. Michel and P. Delhez, “Use of concrete road recycled aggregates for roller compacted concrete,” Construction and building Materials, vol.3, no. 24, pp. 390-395, 2010.
  • [45] A. Lopez-Uceda, F. Agrela, M. Cabrera, J. Ayuso and M. López, “Mechanical performance of roller compacted concrete with recycled concrete aggregates,” Road Materials and Pavement Design, vol.1, no. 19, pp. 36-55, 2018.
  • [46] H. Angelakopoulos, P. Papastergiou and K. Pilakoutas, “Fibrous roller-compacted concrete with recycled materials-Feasibility study,” Magazine of Concrete Research, vol.15, no. 67(15), pp. 801-811, 2015.
  • [47] A. Meddah, M. Beddar and A. Bali, “Use of shredded rubber tire aggregates for roller compacted concrete pavement,” Journal of Cleaner Production, s. 72, ss. 187-192, 2014.
  • [48] A. Meddah, H. Bensaci, M. Beddar and A. Bali, “Study of the effects of mechanical and chemical treatment of rubber on the performance of rubberized roller-compacted concrete pavement,” Innovative Infrastructure Solutions, vol.1, no. 2, pp. 17, 2017.
  • [49] M. Fakhri, “The effect of waste rubber particles and silica fume on the mechanical properties of Roller Compacted Concrete Pavement,” Journal of cleaner production, no. 129, pp. 521-530, 2016.
  • [50] S.A. Ghahari, A. Mohammadi and A.A. Ramezanianpour, “Performance assessment of natural pozzolan roller compacted concrete pavements,” Case studies in construction materials, no. 7, pp. 82-90, 2017.
  • [51] M. Chi and R. Huang, “Effect of circulating fluidized bed combustion ash on the properties of roller compacted concrete,” Cement and Concrete Composites, no. 45, pp. 148-156, 2014.
  • [52] S. Hesami, A. Modarres, M. Soltaninejad and H. Madani, “Mechanical properties of roller compacted concrete pavement containing coal waste and limestone powder as partial replacements of cement,” Construction and Building Materials, no. 111, pp. 625-636, 2016.
  • [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.
  • [54] S.R. Zhang, X.H. Wang, C. Wang, R. Song and H.Y. Huo, “Compressive behavior and constitutive model for roller compacted concrete under impact loading: Considering vertical stratification,” Construction and Building Materials, no. 151, pp. 428-440, 2017.
  • [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.
  • [56] M. Zdiri, M. Ben Ouezdou and J. Neji, “Theoretical and experimental study of roller-compacted concrete strength,” Magazine of Concrete Research, vol. 7, no. 60, pp. 469-474, 2008.
  • [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.
  • [67] A. Yerramala and K.G. Babu, “Transport properties of high volume fly ash roller compacted concrete,” Cement and Concrete composites, vol. 10, no. 33, pp. 1057-1062, 2011.
  • [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.
  • [69] M. Hashemi, P. Shafigh, M.R.B. Karim and C.D. Atis, “The effect of coarse to fine aggregate ratio on the fresh and hardened properties of roller-compacted concrete pavement,” Construction and Building Materials, no. 169, pp. 553-566, 2018.
  • [70] D. Miceli, J. Repérant, L. Marchand and J.P. Rio, “Retrograde transneuronal transport of the fluorescent dye rhodamine β-isothiocyanate from the primary and centrifugal visual systems in the pigeon,” Brain research, vol. 1-2, no. 601, pp. 289-298, 1993.
  • [71] M. Nili and M. Zaheri, “Deicer salt-scaling resistance of non-air-entrained roller-compacted concrete pavements,” Construction and Building Materials, vol. 4, no. 25, pp. 1671-1676, 2011.
  • [72] A. Omran, D. Harbec, A. Tagnit-Hamou and R. Gagne, “Production of roller-compacted concrete using glass powder: Field study,” Construction and Building Materials, no. 133, pp. 450-458, 2017.
  • [73] F. Vahedifard, M. Nili and C.L. Meehan, “Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement,” Construction and Building Materials, s. 24(12), ss. 2528-2535, 2010.
  • [74] S.I. Sarsam, A. Al-Rawi and S.D. Tawfeek, “Assessing the impact of cement content and type on the durability of roller compacted concrete using NDT,” International Journal of Scientific Research in Knowledge, vol.1, no. 2, pp. 48, 2014.
  • [75] E.R. Cortez and R.A. Eaton, “Freeze-Thaw Tests of Full-Scale Roller-Compacted Concrete Test Sections,” Cold Regions Research and Engineering Lab Hanover Nh, No. CRREL-SR-90-25, 1990.
  • [76] A.A. Ramezanianpour, A. Mohammadi, E.R. Dehkordi and Q.B. Chenar, “Mechanical properties and durability of roller compacted concrete pavements in cold regions,” Construction and Building Materials, no. 146, pp. 260-266, 2017.
  • [77] C. Hazaree, H. Ceylan and K. Wang, “Influences of mixture composition on properties and freeze–thaw resistance of RCC,” Construction and Building Materials, vol. 1, no. 25, pp. 313-319, 2011.
  • [78] Y. Lin, J.N. Karadelis and Y. Xu, “A new mix design method for steel fibre-reinforced, roller compacted and polymer modified bonded concrete overlays,” Construction and Building Materials, no. 48, pp. 333-341, 2013.
  • [79] D. Liu, Z. Li and J. Liu, “Experimental study on real-time control of roller compacted concrete dam compaction quality using unit compaction energy indices,” Construction and Building Materials, no. 96, pp. 567-575, 2015.
  • [80] C.V. Hazaree, H. Ceylan and K. Gopalakrishnan, “Can Air be Entrained in Roller-Compacted Concrete Mixes?,” 2009 Mid-Continent Transportation Research Symposium, Iowa, United States, 2009.
  • [81] C. Chhorn, S.J. Hong and S.W. Lee, “A study on performance of roller-compacted concrete for pavement,” Construction and Building Materials, no. 153, pp. 535-543, 2017.
  • [82] C. Chhorn, Y.K. Kim, S.J. Hong and S.W. Lee, “Evaluation on compactibility and workability of roller-compacted concrete for pavement,” International Journal of Pavement Engineering, pp. 1-6, 2017.
  • [83] S. Liu, Q. Li, M. Rao and L. Wang, “Properties and microstructure of roller compacted concrete with high volume low quality fly ash,” Materials Science, vol.3, no. 23, pp. 273-279, 2017.
  • [84] R. Abbaszadeh and A. Modarres, “Freeze-thaw durability of non-air-entrained roller compacted concrete designed for pavement containing cement kiln dust,” Cold Regions Science and Technology, no. 141, pp. 16-27, 2017.
  • [85] M. Shamsaei, I. Aghayan and K.A. Kazemi, “Experimental investigation of using cross-linked polyethylene waste as aggregate in roller compacted concrete pavement,” Journal of Cleaner Production, no. 165, pp. 290-297, 2017.
  • [86] N. Delatte, N. Amer and C. Storey, “Improved management of RCC pavement technology,” UTCA Report, no. 1231, pp. 54, 2003.
  • [87] R.W. Piggott, “Roller-compacted Concrete Pavements: A Study of Long Term Performance,” Portland Cement Association, 1999.
  • [88] Report on roller-compacted mass concrete, ACI Manual of Concrete Practice, ACI 207.5 R-11, 2011.
  • [89] T.R. Naik, Y.M. Chun, R.N. Kraus, S.S. Singh, L.L.C. Pennock and B.W. Ramme, “Strength and durability of roller-compacted HVFA concrete pavements,” Practice Periodical on Structural Design and Construction, vol. 4, no. 6, pp. 154-165, 2001.

Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme

Year 2019, Volume: 7 Issue: 3, 1597 - 1626, 31.07.2019
https://doi.org/10.29130/dubited.541786

Abstract

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.

References

  • [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.
  • [25] C. Cao, W. Sun and H. Qin, “The analysis on strength and fly ash effect of roller-compacted concrete with high volume fly ash,” Cement and concrete research, vol.1, no. 30, pp. 71-75, 2000.
  • [26] S.K. Rao, P. Sravana and T.C. Rao, “Strength and compaction characteristics of fly ash roller compacted concrete,” International Journal of Scientific Research in Knowledge, vol.10, no. 3, pp. 260-269, 2015.
  • [27] S. Pavan and S. K. Rao, “Effect of Fly ash on strength characteristics of roller compacted concrete pavement,” IOSR Journal of Mechanical and Civil Engineering (IOSR-JMCE, no. 11, pp. 04-08, 2014.
  • [28] S.K. Rao, P. Sravana and T.C. Rao, “Investigation on pozzolanic effect of fly ash in roller compacted concrete pavement,” IRACST-Engineering Science and Technology: An International Journal (ESTIJ), vol.2, no. 5, pp. 202-206, 2015.
  • [29] M. Rao, H. Yang, Y. Lin, J. Li and Y. Shi, “Influence of maximum aggregate sizes on the performance of RCC,” Construction and Building Materials, no. 115, pp. 42-47, 2016.
  • [30] S.K. Rao, P. Sravana and T.C. Rao, “Investigating the effect of M-sand on abrasion resistance of Roller Compacted Concrete containing GGBS,” Construction and Building Materials, no. 122, pp. 191-201, 2016.
  • [31] S.K. Rao, P. Sravana and T.C. Rao, “Abrasion resistance and mechanical properties of Roller Compacted Concrete with GGBS,” Construction and Building Materials, no. 114, pp. 925-933, 2016.
  • [32] A. Karimpour, “Effect of time span between mixing and compacting on roller compacted concrete (RCC) containing ground granulated blast furnace slag (GGBFS),” Construction and Building Materials, vol. 11, no. 24, pp. 2079-2083, 2010.
  • [33] M.N.T. Lam, S. Jaritngam and D.H. Le, “Roller-compacted concrete pavement made of electric arc furnace slag aggregate: Mix design and mechanical properties,” Construction and Building Materials, no. 154, pp. 482-495, 2017.
  • [34] M. Madhkhan, R. Azizkhani and M.T. Harchegani, “Effects of pozzolans together with steel and polypropylene fibers on mechanical properties of RCC pavements,” Construction and Building materials, s. 26(1), ss. 102-112, 2012.
  • [35] A. Benouadah, M. Beddar and A. Meddah, “Physical and mechanical behaviour of a roller compacted concrete reinforced with polypropylene fiber,” Journal of Fundamental and Applied Sciences, vol.2, no. 9, pp. 623-635, 2017.
  • [36] K. Neocleous, H. Angelakopoulos, K. Pilakoutas and M. Guadagnini, “Fibre-reinforced roller-compacted concrete transport pavements,” Proceedings of the ICE-Transport, no. 164, pp. 97-109, 2011.
  • [37] Ş. Yazıcı, A. Mardani-Aghabaglou, M. Tuyan and A.A. Üte, “Mechanical properties and impact resistance of roller-compacted concrete containing polypropylene fibre,” Magazine of Concrete Research, vol.16, no. 67, pp. 867-875, 2015.
  • [38] J.N. Karadelis and Y. Lin, “Flexural strengths and fibre efficiency of steel-fibre-reinforced, roller-compacted, polymer modified concrete,” Construction and Building Materials, no. 93, pp. 498-505, 2015. [39] A.A. Üte, “Uçucu Kül ve Polipropilen Lif Kullanımının Silindirle Sıkıştırılmış Beton Özelliklerine Etkisi,” Yüksek lisans Tezi, Fen Bilimleri Enstitüsü, Ege Üniversitesi, İzmir, Türkiye, 2008.
  • [40] M. Fakhri and E. Amoosoltani, “The effect of reclaimed asphalt pavement and crumb rubber on mechanical properties of roller compacted concrete pavement,” Construction and Building Materials, no. 137, pp. 470-484, 2017.
  • [41] A. Modarres and Z. Hosseini, “Mechanical properties of roller compacted concrete containing rice husk ash with original and recycled asphalt pavement material,” Materials & Design, no. 64, pp. 227-236, 2014.
  • [42] C. Settari, F. Debieb, E.H. Kadri and O. Boukendakdji, “Assessing the effects of recycled asphalt pavement materials on the performance of roller compacted concrete,” Construction and Building Materials, no. 101, pp. 617-621, 2015.
  • [43] F. Debieb, L. Courard, S. Kenai and R. Degeimbre, “Roller compacted concrete with contaminated recycled aggregates,” Construction and Building Materials, vol.11, no. 23, pp. 3382-3387, 2009.
  • [44] L. Courard, F. Michel and P. Delhez, “Use of concrete road recycled aggregates for roller compacted concrete,” Construction and building Materials, vol.3, no. 24, pp. 390-395, 2010.
  • [45] A. Lopez-Uceda, F. Agrela, M. Cabrera, J. Ayuso and M. López, “Mechanical performance of roller compacted concrete with recycled concrete aggregates,” Road Materials and Pavement Design, vol.1, no. 19, pp. 36-55, 2018.
  • [46] H. Angelakopoulos, P. Papastergiou and K. Pilakoutas, “Fibrous roller-compacted concrete with recycled materials-Feasibility study,” Magazine of Concrete Research, vol.15, no. 67(15), pp. 801-811, 2015.
  • [47] A. Meddah, M. Beddar and A. Bali, “Use of shredded rubber tire aggregates for roller compacted concrete pavement,” Journal of Cleaner Production, s. 72, ss. 187-192, 2014.
  • [48] A. Meddah, H. Bensaci, M. Beddar and A. Bali, “Study of the effects of mechanical and chemical treatment of rubber on the performance of rubberized roller-compacted concrete pavement,” Innovative Infrastructure Solutions, vol.1, no. 2, pp. 17, 2017.
  • [49] M. Fakhri, “The effect of waste rubber particles and silica fume on the mechanical properties of Roller Compacted Concrete Pavement,” Journal of cleaner production, no. 129, pp. 521-530, 2016.
  • [50] S.A. Ghahari, A. Mohammadi and A.A. Ramezanianpour, “Performance assessment of natural pozzolan roller compacted concrete pavements,” Case studies in construction materials, no. 7, pp. 82-90, 2017.
  • [51] M. Chi and R. Huang, “Effect of circulating fluidized bed combustion ash on the properties of roller compacted concrete,” Cement and Concrete Composites, no. 45, pp. 148-156, 2014.
  • [52] S. Hesami, A. Modarres, M. Soltaninejad and H. Madani, “Mechanical properties of roller compacted concrete pavement containing coal waste and limestone powder as partial replacements of cement,” Construction and Building Materials, no. 111, pp. 625-636, 2016.
  • [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.
  • [54] S.R. Zhang, X.H. Wang, C. Wang, R. Song and H.Y. Huo, “Compressive behavior and constitutive model for roller compacted concrete under impact loading: Considering vertical stratification,” Construction and Building Materials, no. 151, pp. 428-440, 2017.
  • [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.
  • [56] M. Zdiri, M. Ben Ouezdou and J. Neji, “Theoretical and experimental study of roller-compacted concrete strength,” Magazine of Concrete Research, vol. 7, no. 60, pp. 469-474, 2008.
  • [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.
  • [67] A. Yerramala and K.G. Babu, “Transport properties of high volume fly ash roller compacted concrete,” Cement and Concrete composites, vol. 10, no. 33, pp. 1057-1062, 2011.
  • [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.
  • [69] M. Hashemi, P. Shafigh, M.R.B. Karim and C.D. Atis, “The effect of coarse to fine aggregate ratio on the fresh and hardened properties of roller-compacted concrete pavement,” Construction and Building Materials, no. 169, pp. 553-566, 2018.
  • [70] D. Miceli, J. Repérant, L. Marchand and J.P. Rio, “Retrograde transneuronal transport of the fluorescent dye rhodamine β-isothiocyanate from the primary and centrifugal visual systems in the pigeon,” Brain research, vol. 1-2, no. 601, pp. 289-298, 1993.
  • [71] M. Nili and M. Zaheri, “Deicer salt-scaling resistance of non-air-entrained roller-compacted concrete pavements,” Construction and Building Materials, vol. 4, no. 25, pp. 1671-1676, 2011.
  • [72] A. Omran, D. Harbec, A. Tagnit-Hamou and R. Gagne, “Production of roller-compacted concrete using glass powder: Field study,” Construction and Building Materials, no. 133, pp. 450-458, 2017.
  • [73] F. Vahedifard, M. Nili and C.L. Meehan, “Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement,” Construction and Building Materials, s. 24(12), ss. 2528-2535, 2010.
  • [74] S.I. Sarsam, A. Al-Rawi and S.D. Tawfeek, “Assessing the impact of cement content and type on the durability of roller compacted concrete using NDT,” International Journal of Scientific Research in Knowledge, vol.1, no. 2, pp. 48, 2014.
  • [75] E.R. Cortez and R.A. Eaton, “Freeze-Thaw Tests of Full-Scale Roller-Compacted Concrete Test Sections,” Cold Regions Research and Engineering Lab Hanover Nh, No. CRREL-SR-90-25, 1990.
  • [76] A.A. Ramezanianpour, A. Mohammadi, E.R. Dehkordi and Q.B. Chenar, “Mechanical properties and durability of roller compacted concrete pavements in cold regions,” Construction and Building Materials, no. 146, pp. 260-266, 2017.
  • [77] C. Hazaree, H. Ceylan and K. Wang, “Influences of mixture composition on properties and freeze–thaw resistance of RCC,” Construction and Building Materials, vol. 1, no. 25, pp. 313-319, 2011.
  • [78] Y. Lin, J.N. Karadelis and Y. Xu, “A new mix design method for steel fibre-reinforced, roller compacted and polymer modified bonded concrete overlays,” Construction and Building Materials, no. 48, pp. 333-341, 2013.
  • [79] D. Liu, Z. Li and J. Liu, “Experimental study on real-time control of roller compacted concrete dam compaction quality using unit compaction energy indices,” Construction and Building Materials, no. 96, pp. 567-575, 2015.
  • [80] C.V. Hazaree, H. Ceylan and K. Gopalakrishnan, “Can Air be Entrained in Roller-Compacted Concrete Mixes?,” 2009 Mid-Continent Transportation Research Symposium, Iowa, United States, 2009.
  • [81] C. Chhorn, S.J. Hong and S.W. Lee, “A study on performance of roller-compacted concrete for pavement,” Construction and Building Materials, no. 153, pp. 535-543, 2017.
  • [82] C. Chhorn, Y.K. Kim, S.J. Hong and S.W. Lee, “Evaluation on compactibility and workability of roller-compacted concrete for pavement,” International Journal of Pavement Engineering, pp. 1-6, 2017.
  • [83] S. Liu, Q. Li, M. Rao and L. Wang, “Properties and microstructure of roller compacted concrete with high volume low quality fly ash,” Materials Science, vol.3, no. 23, pp. 273-279, 2017.
  • [84] R. Abbaszadeh and A. Modarres, “Freeze-thaw durability of non-air-entrained roller compacted concrete designed for pavement containing cement kiln dust,” Cold Regions Science and Technology, no. 141, pp. 16-27, 2017.
  • [85] M. Shamsaei, I. Aghayan and K.A. Kazemi, “Experimental investigation of using cross-linked polyethylene waste as aggregate in roller compacted concrete pavement,” Journal of Cleaner Production, no. 165, pp. 290-297, 2017.
  • [86] N. Delatte, N. Amer and C. Storey, “Improved management of RCC pavement technology,” UTCA Report, no. 1231, pp. 54, 2003.
  • [87] R.W. Piggott, “Roller-compacted Concrete Pavements: A Study of Long Term Performance,” Portland Cement Association, 1999.
  • [88] Report on roller-compacted mass concrete, ACI Manual of Concrete Practice, ACI 207.5 R-11, 2011.
  • [89] T.R. Naik, Y.M. Chun, R.N. Kraus, S.S. Singh, L.L.C. Pennock and B.W. Ramme, “Strength and durability of roller-compacted HVFA concrete pavements,” Practice Periodical on Structural Design and Construction, vol. 4, no. 6, pp. 154-165, 2001.
There are 88 citations in total.

Details

Primary Language Turkish
Subjects Engineering
Journal Section Articles
Authors

Ali Mardani 0000-0003-0326-5015

Sultan Husein Bayqra This is me 0000-0001-6889-2584

Süleyman Özen 0000-0001-5522-427X

Zia Ahmad Faqırı This is me 0000-0001-9690-9355

Kambiz Ramyar 0000-0003-2200-2691

Publication Date July 31, 2019
Published in Issue Year 2019 Volume: 7 Issue: 3

Cite

APA Mardani, A., Bayqra, S. H., Özen, S., Faqırı, Z. A., et al. (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. DUBİTED. July 2019;7(3):1597-1626. doi:10.29130/dubited.541786
Chicago Mardani, Ali, Sultan Husein Bayqra, Süleyman Özen, Zia Ahmad Faqırı, and Kambiz Ramyar. “Silindirle sıkıştırılmış Betonun dayanıklılık Performansı Ve Boyutsal kararlılığı: Kapsamlı Inceleme”. Düzce Üniversitesi Bilim Ve Teknoloji Dergisi 7, no. 3 (July 2019): 1597-1626. https://doi.org/10.29130/dubited.541786.
EndNote Mardani A, Bayqra SH, Özen S, Faqırı ZA, Ramyar K (July 1, 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, and K. Ramyar, “Silindirle sıkıştırılmış betonun dayanıklılık performansı ve boyutsal kararlılığı: Kapsamlı inceleme”, DUBİTED, vol. 7, no. 3, pp. 1597–1626, 2019, doi: 10.29130/dubited.541786.
ISNAD Mardani, Ali et al. “Silindirle sıkıştırılmış Betonun dayanıklılık Performansı Ve Boyutsal kararlılığı: Kapsamlı Inceleme”. Düzce Üniversitesi Bilim ve Teknoloji Dergisi 7/3 (July 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. DUBİTED. 2019;7:1597–1626.
MLA Mardani, Ali et al. “Silindirle sıkıştırılmış Betonun dayanıklılık Performansı Ve Boyutsal kararlılığı: Kapsamlı Inceleme”. Düzce Üniversitesi Bilim Ve Teknoloji Dergisi, vol. 7, no. 3, 2019, pp. 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. DUBİTED. 2019;7(3):1597-626.