Silindirle sıkıştırılmış beton karışımlarının tasarım yöntemleri ve yapılan çalışmalar

Öz

Geleneksel betonlara oranla hızlı üretimi, düşük maliyeti ve dayanıklılığının iyi olması silindirle sıkıştırılmış betonların (SSB) son zamanlarda dünyada yaygın olarak tercih edilmesine neden olmuştur. Söz konusu SSB, fabrikalar, petrol istasyonları, hava limanları, çeşitli endüstriyel zeminler, yollar ve barajlar gibi birçok alanda kullanılmaktadır. Normal betona kıyasla çok farklı üretim tekniğine sahip SSB’lerin karışım oranları çeşitli tasarım yöntemlerine göre belirlenmekte ve en çok tercih edilen yöntem olarak maksimum yoğunluk yöntemi dikkat çekmektedir. Bu çalışmada, SSB’lerin tasarım yöntemlerinden genel olarak bahsedilerek, maksimum yoğunluk yöntemi detaylı olarak açıklanmıştır. Ayrıca maksimum yoğunluk yöntemi ile tasarlanan SSB’ler ile ilgili çalışmalar özetlenerek bundan sonra yapılacak araştırmalar için önerilerde bulunulmuştur.

Anahtar Kelimeler

• Silindirle sıkıştırılmış beton,Yüksek bağlayıcı yöntemi,Silindirle sıkıştırılmış baraj yöntemi,Mühendisler topluluğu yöntemi,Maksimum yoğunluk yöntemi

Review of research on designing methods and properties of roller compacted concrete mixtures

Öz

Roller compacted concrete (RCC) has been widely preferred in the world recently due to its rapid production rate, low cost and good durability compared to those of the traditional concrete. Having different production techniques from conventional concrete, RCC is used in many areas such as factories, oil stations, airports, industrial floor coverings, roads and dams. There are several methods for the proportioning of RCC mixtures, among which maximum density method is the most preferred one. In this study, the methods of designing of RCC mixtures are explained with an emphasis on the maximum density method. In addition, the previous studies on the RCC mixtures designed with the maximum density method are reviewed and suggestions are made for the future researches.

Anahtar Kelimeler

• Roller compacted concrete,High paste method,Roller compacted dam method,Corps of engineering method,Maximum density method

Kaynakça

1. American Concrete Institute. “Roller-compacted Mass Concrete”. Farmington Hills, Michigan, USA, Part 1, ACI 207.5R-99, 1999.
2. Atiş CD. “Uçucu kül içeren silindirle sıkıştırılabilen betonların özellikleri”. Turkish Journal of Engineering and Environmental Sciences, 2(2), 503-515, 2001.
3. Ouellet E. Design and Study of the Mechanical Behaviour of Roller Compacted Concrete. Master Thesis, Université Laval, Québec, Canada, 1998.
4. Burns CD, Saucier KL. “Vibratory compaction study of zero-slump concrete”. Journal of Proceeding, 75(3), 86-90, 1976.
5. Guerinet M. Le béton compacté au rouleau. 1st ed. Paris, France, Presses de l'École Nationale des Ponts et Chaussées, 1996.
6. Andriolo RF. The Use of Roller Compacted Concrete. 1st ed. SaoPaulo, Brazil, Oficina de Textos, 1998.
7. US Army Corps of Engineers. “Roller-Compacted Concrete”. Washington, USA, EM 1110-2-2006, 2000.
8. Lowe J. “Roller compacted concrete dams-an overview”. Roller Compacted Concrete II: Proceedings of the Conference, San Diego, California, USA, 29 February-2 March 1988.

9. Şimşek O. Beton ve Beton Teknolojisi. 5. Baskı. Ankara, Türkiye, Seçkin Yayıncılık, 2016.
10. Yaman İÖ, Ceylan H. “Silindirle Sıkıştırılmış Beton Yollar”. Beton 2013 Hazır Beton Kongresi, Ankara, Türkiye, 21-23 Şubat, 2013.
11. Horzum US. Silindirle Sıkıştırılmış Betonun Basınç Dayanımının Hızlandırılmış Deney Yöntemleri Kullanılarak Belirlenmesi. Yüksek Lisans Tezi, Ege Üniversitesi, İzmir, Türkiye, 2009.
12. American Concrete Institute (ACI) Committee 207. “Roller Compacted Mass Concrete”. Farmington Hills, Michigan, USA, ACI 207.5R-99, 1988.
13. Ağar E, Taşdemir Y. “Silindirle sıkıştırılabilen beton yollar”. Türkiye Hazır Beton Birliği, İstanbul, Türkiye, 2007.
14. American Concrete Institute (ACI) Committee 309. “Compaction of Roller-Compacted Concrete”. Farmington Hills, Michigan, USA, ACI 309.5R-00, 2000.
15. Delatte N, Amer N, Storey C. “Improved management of RCC pavement technology”. Department of Civil and Environmental Engineering, Alabama University, Birmingham, USA, UTCA Report, 01231, 2003.
16. Qasrawi HY, Asi IM, Wahhab HAA. “Proportioning RCCP mixes under hot weather conditions for a specified tensile strength”. Cement and Concrete Research, 35(2), 267-276, 2005.
17. Mardani-Aghabaglou A. Uçucu küllü silindirle sıkıştırılmış betonlarda dayanıklılık. Yüksek Lisans Tezi, Ege Üniversitesi, İzmir, Türkiye, 2011.
18. Harrington D, Abdo F, Adaska W, Hazaree C, Ceylan H, Bektas F. “Guide for roller-compacted concrete pavements”. Department of Civil and Environmental Engineering, Iowa State University, Iowa, USA, InTrans Project Reports, 102, 2010.
19. Devlet Su İşleri Genel Müdürlüğü (DSİ). “Baraj Fotoğrafları”. http://www.dsi.gov.tr/dsi-galeri (15.02.2019).
20. Baile W, Donggeng W, Yingqiang H. “Construction of the Puding RCC arch dam”. The International Journal on Hydropower & Dams, 3(2), 55-57, 1994.
21. Boggs HL, Richardson AT. “USBR Design Considerations for Roller Compacted Concrete Dams”. ASCE Roller Compacted Concrete Symposium, Denver, Colorado, USA, 1-2 May 1985.
22. Hansen KD, Reinhardt WG. Roller-Compacted Concrete, Dams. 1st ed. New York, USA, McGraw-Hill, 1991.
23. Çırpan G. Polipropilen Katkısının Silindirle Sıkıştırılmış Kuru Beton Üzerindeki Etkisi. Bitirme Ödevi, Bartın Üniversitesi, Bartın, Türkiye, 2015.
24. Service d’Expertise en Matériaux Inc. “Frost Durability of Roller Compacted Concrete Pavements”. Portland Cement Association, Research and Development Bulletin, RD135, Quebec, Canada, 2482, 2004.
25. Koichi U, Yajima K. “Miyagase dam to employ innovative RCD methods”. Water Power & Darn Construction, 5(3), 35-43, 1991.
26. Nagataki S, Fujisawa T, Kawasaki H. “State of art of RCD dams in Japan”. 50º Congresso Brasileiro do Concreto, Salvado, Brazilian, 4 September, 2008.
27. Üte AA. “Uçucu kül ve polipropilen lif kullanımının silindirle sıkıştırılmış beton özelliklerine etkisi”. Yüksek Lisans Tezi, Ege Üniversitesi, İzmir, Türkiye, 2008.
28. Portland Cement Association. “Production of Roller Compacted Concrete”. New York, USA, IS332, 2006.
29. American Society for Testing and Materials. “Test method for laboratory compaction characteristics of soil using standard effort”. West Conshohocken, Pennsylvania, USA, ASTM D698, 2000.
30. American Society for Testing and Materials. “Standard test methods for laboratory compaction characteristics of soil using modified effort”. West Conshohocken, Pennsylvania, USA, ASTM D 1557, 2000.
31. American Society for Testing and Materials. “Standard practice for molding roller-compacted concrete in cylinder molds using a vibrating hammer”. West Conshohocken, Pennsylvania, USA, ASTM C1435, 2014.
32. Cao C, Sun W, Qin H. “The analysis on strength and fly ash effect of roller-compacted concrete with high volume fly ash”. Cement and Concrete Research, 30(1), 71-75, 2000.
33. Courard L, Michel F, Delhez P. “Use of concrete road recycled aggregates for roller compacted concrete”. Construction and building Materials, 24(3), 390-395, 2010.
34. Vahedifard F, Nili M, Meehan CL. “Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement”. Construction and Building Materials, 24(12), 2528-2535, 2010.
35. Yerramala A, Babu KG. “Transport properties of high volume fly ash roller compacted concrete”. Cement and Concrete composites, 33(10), 1057-1062, 2011.
36. Madhkhan M, Azizkhani R, Harchegani MT. “Effects of pozzolans together with steel and polypropylene fibers on mechanical properties of RCC pavements”. Construction and Building materials, 26(1), 102-112, 2012.
37. Lin Y, Karadelis JN, Xu Y. “A new mix design method for steel fibre-reinforced, roller compacted and polymer modified bonded concrete overlays”. Construction and Building Materials, 48, 333-341, 2013.
38. Mardani-Aghabaglou A, Andiç-Çakir Ö, Ramyar K. “Freeze-thaw resistance and transport properties of high-volume fly ash roller compacted concrete designed by maximum density method”. Cement and Concrete Composites, 37, 259-266, 2013.
39. Meddah A, Beddar M, Bali A. “Use of shredded rubber tire aggregates for roller compacted concrete pavement”. Journal of Cleaner Production, 72, 187-192, 2014.
40. Modarres A, Hosseini Z. “Mechanical properties of roller compacted concrete containing rice husk ash with original and recycled asphalt pavement material”. Materials & Design, 64, 227-236, 2014.
41. Kolase PK, Kdesai AK. “Strength properties of roller compacted concrete pavements containing fly ash and triangular polyester fiber”. International Journal of Earth Science and Engineering, 9(3), 314-322, 2016.
42. Rao SK, Sravana P, Rao TC. “Abrasion resistance and mechanical properties of roller compacted concrete with GGBS”. Construction and Building Materials, 114, 925-933, 2016.
43. Abbaszadeh R, Modarres A. “Freeze-thaw durability of non-air-entrained roller compacted concrete designed for pavement containing cement kiln dust”. Cold Regions Science and Technology, 141, 16-27, 2017.
44. Chhorn C, Hong SJ, Lee SW. “A study on performance of roller-compacted concrete for pavement”. Construction and Building Materials, 153, 535-543, 2017.
45. LaHucik J, Dahal S, Roesler J, Amirkhanian AN. “Mechanical properties of roller-compacted concrete with macro-fibers”. Construction and Building Materials, 135, 440-446, 2017.
46. Lam MNT, Jaritngam S, Le DH. “A Study on mixing proportion of roller-compacted concrete pavement made of EAF slag aggregate and fly ash by using Taguchi Method”. 5th International Conference on Coastal and Ocean Engineering, Shanghai, China, 27-29 April 2018.
47. Omran A, Harbec D, Tagnit-Hamou A, Gagne R. “Production of roller-compacted concrete using glass powder: Field study”. Construction and Building Materials, 133, 450-458, 2017.
48. Rad SAM, Modarres A. “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, 137, 48-59, 2017.
49. Adamu M, Mohammed BS, Liew MS. “Mechanical properties and performance of high volume fly ash roller compacted concrete containing crumb rubber and nano silica”. Construction and Building Materials, 171, 521-538, 2018.
50. American Society for Testing and Materials. “Standard Practice for Making Roller-Compacted Concrete in Cylinder Molds Using a Vibrating Table”. West Conshohocken, Pennsylvania, USA, ASTM C1176, 2005.
51. American Society for Testing and Materials. “Standard Test Method for Electrical Indication of Concrete's Ability to Resist Chloride Ion Penetration”. West Conshohocken, Pennsylvania, USA, ASTM C1202, 2007.
52. American Concrete Institute. “Guide for Selecting Proportions for No Slump Concrete”. Farmington Hills, Michigan, USA, ACI 211 3R-02, 2002.