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Journals / Challenge Journal of Concrete Research Letters / 2019 / Cilt: 10 - Sayı: 3

Investigation of roller compacted concrete: Literature review

GÖKHAN ÇALIŞ
SADIK ALPER YILDIZEL
Pages
63–74
DOI
—
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AI Summary & Key Takeaways

AI Insight
⚡ TL;DR(Too Long; Didn't Read)

Fibre addition has contribution to mechanical properties of RCC and sustainability.

📌 3 Key Takeaways

🎯
Objective & Hypothesis:Roller compacted concrete is a type of zero slump product produced from the same materials with conventional concrete.
📊
Key Findings & Data:Development of RCC has led a significant shift in the construction projects primarily in dams as the traditional practise of placing, compacting and consolidation is slow.
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Conclusion & Impact:Fibre addition has contribution to mechanical properties of RCC and sustainability.
🔬Design:Research Article
📍Scope:2004 Verileri
⚙️Variables:Domain Parameters

Özet

Roller compacted concrete is a type of zero slump product produced from the same materials with conventional concrete. There are various methods for the design of RCC namely; corps of engineers’ practice, high paste method, roller compacted dam method and maximum density method. Development of RCC has led a significant shift in the construction projects primarily in dams as the traditional practise of placing, compacting and consolidation is slow. By using RCC in earth and rock filled dams made the construction process quicker and consequently shortened the duration of construction. RCC used dam projects and be completed 1-2 years earlier than the other dams as mentioned in the article of Bagheri and Ghaemian (2004). Use of RCC has substantially increased in the last decades especially for pavement applications. It has a low construction cost and can be done quickly compared to asphalt. It is widely constructed in areas/ roads carrying heavy loads in low speed. On the other hand, in recent years' utilization of RCC in urban areas such as highways and streets has also increased. It has been proved that RCC has a competitive advantage over high performance asphalt pavements in terms of high compressive strength, durabil- ity, low maintenance cost, longer service life. Like conventional concrete, fibre addi- tion is widely preferred in RCC as well. Fibre addition has contribution to mechanical properties of RCC and sustainability.

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Cite This Article

ÇALIŞ, G., YILDIZEL, S. A. (2019). Investigation of roller compacted concrete: Literature review. Challenge Journal of Concrete Research Letters, Cilt: 10 - Sayı: 3, 63–74. https://ajindex.com/articles/142761

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References (12)

  1. Abdo FY (2010). Innovative Sustainable Pavement Solutions. Concrete Sustainability Conference, Dubai, UAE, 101-107. ACI 327 (2015). Guide to Roller-Compacted Concrete Pavements. American Concrete Institute, 327R. ACPA (American Concrete Pavement Association) (2014). Roller- Compacted Concrete Guide Specificaiton, pp. 1–29. http://www.acpa.org/wp-content/uploads/2014/11/ACPA- Roller-Compacted-Concrete-Guide-Specification-Version- 1.2.pdf.Downloaded on 01-07-2019.
  2. Adamu M, Mohammed BS, Shahir M (2018). Mechanical properties and performance of high volume fly ash roller compacted concrete containing crumb rubber and nano silica. Construction and Building Materials, 171(2018), 521–538.
  3. Aghabaglou AM, BAyqra SH, Ozen S, Altun MG, Faqiri ZA, Ramyar K (2019). Silindirle sıkıştırılmış beton karışımlarının tasarım yöntemleri ve yapılan çalışmalar. Pamukkale Univesity Journal of Engineering Sciences, In Press.
  4. Arizona Department of Transportation (1990). Roller Compacted Concrete Pavement. http://rccpavementcouncil.org/wp- content/uploads/2016/08/Arizona-DOT-RCC.pdf. Downloaded on 01-07-2019.
  5. Auta SM, Shiwua AJ, Tsado TY (2015). Compressive strength of concrete with millet husk ash (MHA) as a partial replacement for cement. Magazine of Civil Engineering, 59(7), 74–79.
  6. Bagheri SY, Ghaemian M (2004). Nonlinear dynamic analysis of lean RCC dams. International Symposium on Dams for a Changing World, Kyoto, Japan, 102-108.
  7. Benouadah A, Beddar M, Meddah A (2017). Physical and mechanical behaviour of a roller compacted concrete reinforced with polypropylene fiber. Journal of Fundamental and Applied Sciences, 9(2), 623-635.
  8. Berga L, Buil JM (2003). Roller Compacted Concrete Dams. Taylor & Francis Group. UK, 30-45.
  9. Berry JR, Tayabji SD (2001). Report on Roller-Compacted Concrete Pavements, 95, 1–32. Bílý P, Fládr J, Haase M (2015). Experimental verification of properties of roller-compacted concrete for pavements. Advanced Materials Research, (2015), 307-312.
  10. Chhorn C, Hong SJ, Lee SW (2017). Relationship between compressive and tensile strengths of roller-compacted concrete. Journal of Traffic and Transportation Engineering, 5(3), 215–223.
  11. Damrongwiriyanupap N, Liang YC, Xi Y (2012). Application of Roller Compacted Concrete in Colorado’s Roadways. https://rosap.ntl.bts.gov/view/dot/25059. Downloaded on 29-07- 2019.
  12. Dareyni M, Moghaddam AM, Delarami A (2018). Effect of cationic asphalt emulsion as an admixture on transport properties of roller- compacted concrete. Constructi