Evaluating the effect of reinforcing fibres on pervious concrete volumetric and mechanical properties according to different compaction energies

European Journal of Environmental and Civil Engineering

Volumn 19, Issue 2, 2015, Pages 184-198

  Bonicelli, Alessandra ^a   Giustozzi, Filippo ^a   Crispino, Maurizio ^a   Borsa, Massimo ^b  

^a POLITECNICO DI MILANO   (Italy)

^b R and D CTG Spa Italcementi Group   (Italy)

Author keywords

compaction energy; experimental analysis; fibres; mechanical properties; pervious concrete

Indexed keywords

COMPACTION; CONCRETE AGGREGATES; FIBERS; MECHANICAL PROPERTIES; MIXTURES; TENSILE STRENGTH; WATER POLLUTION;

COMPACTION ENERGY; ENVIRONMENTAL BENEFITS; EXPERIMENTAL ANALYSIS; MECHANICAL PERFORMANCE; PERVIOUS CONCRETE; PERVIOUS CONCRETE PAVEMENTS; REINFORCING FIBRES; TRAFFIC CONDITIONS;

CONCRETE MIXTURES;

EID: 84912053987     PISSN: 19648189     EISSN: None     Source Type: Journal    
DOI: 10.1080/19648189.2014.939308     Document Type: Article

References (35)

1. ACI Committee 522. (2010). Report on pervious concrete - Pervious concrete mixture proportioning. Chapter 6, p. 522R.
2. Alam, A., Haselbach, L., & Cofer, W. F. (2012). Finite element analysis of porosity and stress in pervious concrete pavements systems. Pullman, WA: National Ready Mixed Concrete Association, Washington State University.
3. ASTM C 131. (2006). Standard test method for resistance to degradation of small-size coarse aggregate by abrasion and impact in the Los Angeles machine.
4. ASTM D 73063 M. (2011). Standard test method for effective porosity and effective air voids of compacted bituminous paving mixture samples.
5. Bonicelli, A., Crispino, M., Giustozzi, F., & Shink, M. (2013). Laboratory analysis for investigating the impact of compaction on the properties of pervious concrete mixtures for road pavements. Advanced Materials Research, 723, 409-419.
6. Chopra, M., Wanielista, M., Ballock, C., & Spence, J. (2007). Construction and maintenance assessment of pervious concrete pavements (Final Report). Orlando, FL: Stormwater Management Academy University of Central Florida.
7. Dong, Q., Wu, H., Huang, B., Shu, X., & Wang, K. (2013). Investigation into laboratory abrasion test methods for pervious concrete. ASCE Journal of Materials in Civil Engineering, 25, 886-892.
8. Delatte, N., Mrkajic, A., & Miller, D. I. (2009). Field and laboratory evaluation of pervious concrete pavements. Transportation Research Record: Journal of the Transportation Research Board, 2113, 132-139. Washington, DC: Transportation Research Board of the National Academies.
9. EN 197-1. (2011). Cement - Part 1: Composition, specifications and conformity criteria for common cements.
10. EN 933-3. (2004). Tests for geometrical properties of aggregates - Part 3: Determination of particle shape - Flakiness index.
11. EN 933-4. (2008). Test for geometrical properties of aggregates - Part 4: Determination of particle shape - Shape index.
12. EN 12697-6. (2012). Determination of bulk density of bituminous specimens.
13. EN 12697-23. (2006). Bituminous mixtures - Test methods for hot mix asphalt - Part 23: Determination of the indirect tensile strength of bituminous specimens.
14. EN 12697-26 (ANNEX-F). (2012). Bituminous mixtures - Test methods for hot mix asphalt - Part 26: Stiffness.
15. EN 12697-30. (2012). Bituminous mixtures - Test methods for hot mix asphalt - Part 30: Specimen preparation by impact compactor.
16. EN 12697-40. (2012). Bituminous mixtures - Test methods for hot mix asphalt - Part 40: In situ drainability.
17. Haselbach, L., Boyer, M., Kevern, J. T., & Schaefer, V. (2011). Cyclic heat island impacts on traditional versus pervious concrete pavement systems. Transportation Research Record: Journal of the Transportation Research Board, 2240, 107-115. Washington, DC: Transportation Research Board of the National Academies.
18. Huang, B., Wu, H., Xiang, S., & Burdette, E. G. (2010). Laboratory evaluation of permeability and strength of polymer-modified pervious concrete. Construction and Building Materials, 24, 818-823.
19. Kevern, J. T., Schaefer, V. R., Wang, K., & Wiegand, P. (2010). Durability of a new generation pervious concrete mixtures designed for roadway applications. FHWA International Conference on sustainable concrete pavements, Sacramento, CA.
20. Luck, J., Workman, S., Coyne, M., & Higgins, S. (2008). Solid material retention and nutrient reduction properties of pervious concrete mixtures. Biosystems Engineering, 100, 401-408.
21. Neithalath, N., Sumanasooriya, M. S., & Deo, O. (2010). Characterizing pore volume, sizes, and connectivity in pervious concretes for permeability prediction. Materials Characterization, 61, 802-813.
22. Neithalath, N., Weiss, J., & Olek, J. (2006). Characterizing enhanced porosity concrete using electrical impedance to predict acoustic and hydraulic performance. Cement and Concrete Research, 36, 2074-2085.
23. Nemirovsky, E., Welker, A., & Traver, R. (2011). Evaporation from a pervious concrete stormwater control measure: Parameterization, quantifying, and evaluation. World Environmental and Water Resources Congress, 3610-3619.
24. Putman, B. J., & Neptune, A. I. (2011). Comparison of test specimen preparation techniques for pervious concrete pavements. Construction and Building Materials, 25, 3480-3485.
25. Rizvi, R., Tighe, S. L., Vimi, H., & Norris, J. (2009). Laboratory samples preparation techniques for pervious concrete. Transportation Research Board, 88th annual meeting, Washington, DC.
26. Schaefer, V. R., Kevern, J. T., Izevbekhai, B., Wang, K., Cutler, H., & Wiegand, P. (2010). Construction and performance of pervious concrete overlay at Minnesota road research project. Transportation Research Record: Journal of the Transportation Research Board, 2164, 82-88. Washington, DC: Transportation Research Board of the National Academies.
27. Schaefer, V. R., Kevern, J. T., & Wang, K. (2009). Pervious concrete mix design for wearing course applications. Proceedings of the Mid-Continent Transportation Research Symposium, Ames, Iowa.
28. Schaefer, V. R., Kevern, J. T., Wang, K., & Wiegand, P. (2010). Durability of a new generation of pervious concrete mixtures designed for roadway applications. FHWA International Conference on Sustainable Concrete Pavements, Sacramento, CA.
29. Schaefer, V. R., Wang, K., Suleiman, M. T., & Kevern, J. T. (2006). Mix design development for pervious concrete in cold weather climates. Final report. Ames, IA: National Concrete Pavement Technology Center, Iowa State University.
30. Shu, X., Huang, B., Wu, H., Dong, Q., & Burdette, E. G. (2011). Performance comparison of laboratory and field produced pervious concrete mixtures. Construction and Building Materials, 25, 3187-3192.
31. Tennis, P., Leming, M. L., & Akers, D. J. (2004). Pervious concrete pavements. EB302.02, Portland Cement Association, Skokie, Illinois, and National Ready Mixed Concrete Association Silver Spring, Maryland, USA.
32. United States Environmental Protection Agency. (2009). Pervious concrete pavement. Retrieved September 10, 2009, from http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm? action=browse&Rbutton=detail&bmp=137
33. Vancura, M., MacDonald, K., & Khazanovich, L. (2011). Structural analysis of pervious concrete pavement. Transportation Research Record: Journal of the Transportation Research Board, 2226, 13-20. Washington, DC: Transportation Research Board of the National Academies.
34. Wang, K., Schaefer, V., Kevern, J. T., & Suleiman, M. T. (2006). Development of mix proportion for functional and durable pervious concrete. Nashville, TN: NRMCA Concrete Technology Forum, Focus on Pervious Concrete.
35. Yang, J., & Jiang, G. (2003). Experimental study on properties of pervious concrete pavement materials. Cement and Concrete Research, 33, 381-386.