MIX DESIGN AND LABORATORY COMPACTION METHODS OF RCCP – A REVIEW

2024;
: 62-68
https://doi.org/10.23939/jtbp2024.02.062
Received: September 30, 2024
Revised: October 24, 2024
Accepted: November 01, 2024
1
Lviv Polytechnic National University, Department of Highways and Bridges
2
Lviv Polytechnic National University, Department of highways and bridges
3
Lviv Polytechnic National University, Department of Highways and Bridges
4
Lviv Polytechnic National University, department of Highways and Bridges

This article analyzes the difficulties in reproducing the actual circumstances of concrete compaction with rollers in the laboratory and mix design аfeatures of RCCP (Roller Compacted Concrete Pavement). While quick and straightforward, the Proctor compaction test may not adequately reflect the field compaction achieved with rollers. Gyratory compactors simulate the movement of the rollers, providing a more realistic situation with greater accuracy. However, they are expensive and require specialized knowledge. Due to the Vibratory hammer limited application and unrealistic vibration pattern compared to rollers, it is mostly used in laboratories for sample preparation rather than compaction. A vibrating table is effective for less rigid RCC mixture combinations and provides good compaction, although it does not perfectly simulate the action of a roller. The paper also underlines the need to create a link between density and moisture content to achieve maximum RCC performance.

Report on Roller-Compacted Mass Concrete (ACI 207.5R-11). Retrieved from: https://www.concrete.org/Portals/0/Files/PDF/Previews/207.5R-11web.pdf
USS ХХХХ:202Х "Compacted concrete mixes and rolled concrete. Technical characteristics." [in Ukrainian] Retrieved from: https://bit.ly/3POBJx0
Engineers, U. A. C. O. (2000). Roller-compacted concrete. EM 1110-2-2006, Department of the Army, Washington, DC 15 January. Retrieved from: https://www.publications.usace.army.mil/Portals/76/Publications/ EngineerManuals/EM_1110-2-2006.pdf
Larson, D. W. (2008). Macroscope:" Reliably Safe". American Scientist, 96(1), 6-8. Retrieved from: https://www.jstor.org/stable/27859078
https://doi.org/10.1511/2008.69.6
Adaska, W. S. (2006). Roller-compacted concrete (RCC). In Significance of Tests and Properties of Concrete and Concrete-making Materials. ASTM International. Retrieved from: http://ndl.ethernet.edu.et/bitstream/12345678 9/66539/1/ 1499.pdf#page=592
Harrington, D., Abdo, F., Ceylan, H., Adaska, W., Hazaree, C., & Bektas, F. (2010). Guide for roller-compacted concrete pavements. Retrieved from: https://www.chaneyenterprises.com/files/productdocs /2011_guideforrccpa vements.pdf
LaHucik, J., & Roesler, J. (2017). Field and laboratory properties of roller-compacted concrete pavements. Transportation Research Record, 2630(1), 33-40. Retrieved from: https://doi.org/10.3141/2630-05
https://doi.org/10.3141/2630-05
Amer, N., Storey, C., & Delatte, N. (2004). Roller-compacted concrete mix design procedure with gyratory compactor. Transportation Research Record, 1893(1), 46-52. Retrieved from: https://doi.org/10.3141/1893-06
https://doi.org/10.3141/1893-06
Tolmachev S. N. (2017). On the use of lean concrete compacted by rollers in the bases of roads. Avtoshlyakhovyk Ukrayiny, 3, 45-50 [in Ukrainian] Retrieved from: http://journal.insat.org.ua/wp-content/ uploads/ 2022/10/3_2017.pdf
Semenenko V. S., Smirnova N. V. Rolled extra hard cement concrete application for road construction [Roads and bridges]. - 2019. - Iss. 19-20. - P. 138-146. [in Ukrainian]. Retrieved from: https://doi.org/10.36100/ dorogimosti2019.19.140
https://doi.org/10.36100/dorogimosti2019.19.140
Şengün, E., Alam, B., Shabani, R., & Yaman, I. O. (2019). The effects of compaction methods and mix parameters on the properties of roller compacted concrete mixtures. Construction and Building Materials, 228, 116807. Retrieved from: https://doi.org/10.1016/j.conbuildmat.2019.116807
https://doi.org/10.1016/j.conbuildmat.2019.116807
Mishutin A. V., Solonenko I. P., Leonova A. V. (2018). Rigid road pavements of cement concrete for highways. [Roads and bridges]. Kyiv, 2018. 18. P. 119-127 Retrieved from: https://doi.org/10.36100/dorogimosti 2018.18.119
https://doi.org/10.36100/dorogimosti
Courard, L., Michel, F., & Delhez, P. (2010). Use of concrete road recycled aggregates for roller compacted concrete. Construction and building Materials, 24(3), 390-395. Retrieved from:  https://doi.org/10.1016/j.conbu ildmat.2009.08.040
https://doi.org/10.1016/j.conbuildmat.2009.08.040
Rooholamini, H., Hassani, A., & Aliha, M. R. M. (2018). Evaluating the effect of macro-synthetic fibre on the mechanical properties of roller-compacted concrete pavement using response surface methodology. Construction and building materials, 159, 517-529. Retrieved from: https://doi.org/10.1016/j.conbuildmat.2017.11.002
https://doi.org/10.1016/j.conbuildmat.2017.11.002
Ashrafian, A., Gandomi, A. H., Rezaie-Balf, M., & Emadi, M. (2020). An evolutionary approach to formulate the compressive strength of roller compacted concrete pavement. Measurement, 152, 107309. Retrieved from: https://doi.org/10.1016/j.measurement.2019.107309
https://doi.org/10.1016/j.measurement.2019.107309
Mohammed, B. S., & Adamu, M. (2018). Mechanical performance of roller compacted concrete pavement containing crumb rubber and nano silica. Construction and building materials, 159, 234-251. Retrieved from: https://doi.org/10.1016/j.conbuildmat.2017.10.098
https://doi.org/10.1016/j.conbuildmat.2017.10.098
Omran, A., Harbec, D., Tagnit-Hamou, A., & Gagne, R. (2017). Production of roller-compacted concrete using glass powder: Field study. Construction and Building Materials, 133, 450-458. Retrieved from: https://doi.org/10.1016/j.conbuildmat.2016.12.099
https://doi.org/10.1016/j.conbuildmat.2016.12.099
USS ХХХХ:202Х Guidelines for the arrangement of road pavement layers made of crushed stone, gravel, sand materials and secondary industrial products. Retrieved from: https://nidi.org.ua/ua/dstu-hhhh202h-nastanova-z-vlashtuvannya-shariv-do...
Day, Robert W. Soil Testing Manual: Procedures, Classification Data, and Sampling Practices. - New York : McGraw Hill, Inc., 2001. - P. 293-312. Retrieved from: https://cir.nii.ac.jp/crid/1130282271545610240