Freeze-thaw and drop-weight impact resistance of fiber-reinforced pervious concretes produced using recycled pervious concrete aggregate
DOI: https://doi.org/10.20528/cjsmec.2024.04.002
View Counter: Abstract | 127 times | ‒ Full Article | 29 times |
Full Text:
PDFAbstract
Pervious concrete can rapidly drain stormwater from the top layer to the sublayer. However, the porous structure of this concrete also results in low mechanical properties, which prevent the widespread use of pervious concrete around the world. This study investigated the freeze-thaw and drop-weight resistances of pervious concrete produced with recycled pervious concrete aggregate. Two different aggregate types (limestone and recycled) and two different aggregate size fractions (15/25 mm and 5/15 mm) were used to examine the effect of aggregate type and gradation. Additionally, for improving mechanical and durability properties, polypropylene fibers were used at three different dosages by the volume of mixtures (0.1%, 0.2%, and 0.3%). Within the scope of the study, compressive, splitting-tensile, and flexural strengths, effective porosity, freeze-thaw, abrasion, and impact resistance of pervious concrete were determined. The results showed that concrete produced with recycled aggregate had some advantages in terms of porosity; however, its mechanical properties, freeze-thaw, and impact resistance were lower than those of pervious concretes produced with limestone aggregate. Additionally, fiber addition decreased the compressive strength and effective porosity of pervious concrete. However, up to a certain point (0.2%), fiber addition improved abrasion, freeze-thaw, and impact resistance, as well as splitting tensile and flexural behavior of pervious concrete.
Keywords
References
Abid SR, Abdul-Hussein ML, Ayoob NS, Ali SH, Kadhum AL (2020). Repeated drop-weight impact tests on self-compacting concrete reinforced with micro-steel fiber. Heliyon, 6(1).
Aboalella A, Elmalky A (2023). Use of crushed bricks and recycled concrete as replacement for fine and coarse aggregates for sustainable concrete production. Challenge Journal of Concrete Research Letters, 14(2), 39-46.
ACI 544-2R (1999). Measurement of properties of fiber reinforced concrete. American Concrete Institute, USA.
Agar-Ozbek AS, Weerheijm J, Schlangen E, Van Breugel K (2013). Investigating porous concrete with improved strength: Testing at different scales. Construction and Building Materials, 41, 480-490.
Aliabdo AA, Abd Elmoaty M, Fawzy AM (2018). Experimental investigation on permeability indices and strength of modified pervious concrete with recycled concrete aggregate. Construction and Building Materials, 193, 105-127.
ASTM C666-97 (2017). Standard test method for resistance of concrete to rapid freezing and thawing. ASTM International, West Conshohocken, PA.
Barnhouse PW, Srubar III WV (2016). Material characterization and hydraulic conductivity modeling of macroporous recycled-aggregate pervious concrete. Construction and Building Materials, 110, 89-97.
Chen C, Zhang K, Yin Z, Zhou J (2023). Deterioration performance of recycled aggregate pervious concrete under freezing–thawing cycle and chloride environment. Buildings, 13(3), 645.
Ćosić K, Korat L, Ducman V, Netinger I (2015). Influence of aggregate type and size on properties of pervious concrete. Construction and Building Materials, 78, 69-76.
Dong Q, Wu H, Huang B, Shu X, Wang K (2013). Investigation into laboratory abrasion test methods for pervious concrete. Journal of Materials in Civil Engineering, 25(7), 886-892.
El-Hassan H, Kianmehr P, Zouaoui S (2019). Properties of pervious concrete incorporating recycled concrete aggregates and slag. Construction and Building Materials, 212, 164-175.
Gesoğlu M, Güneyisi E, Khoshnaw G, İpek S (2014). Abrasion and freezing–thawing resistance of pervious concretes containing waste rubbers. Construction and Building Materials, 73, 19-24.
Hua M, Chen B, Liu Y, Liu H, Zhu P, Chen C, Wang X (2021). Durability and abrasion resistance of innovative recycled pervious concrete with recycled coarse aggregate of different quality under sulfate attack. Applied Sciences, 11(20), 9647.
Khan S, Maheshwari N, Aglave G, Arora R (2020). Experimental design of green concrete and assessing its suitability as a sustainable building material. Materials Today: Proceedings, 26, 1126-1130.
Leiva C, Arenas C, Vilches LF, Arroyo F, Luna-Galiano Y (2019). Assessing durability properties of noise barriers made of concrete incorporating bottom ash as aggregates. European Journal of Environmental and Civil Engineering, 23(12), 1485-1496.
Li LG, Feng JJ, Zhu J, Chu SH, Kwan AKH (2021). Pervious concrete: Effects of porosity on permeability and strength. Magazine of Concrete Research, 73(2), 69-79.
Liu H, Luo G, Gong Y, Wei H (2018). Mechanical properties, permeability, and freeze–thaw resistance of pervious concrete modified by waste crumb rubbers. Applied Sciences, 8(10), 1843.
Liu H, Luo G, Wang L, Gong Y (2018). Strength time–varying and freeze–thaw durability of sustainable pervious concrete pavement material containing waste fly ash. Sustainability, 11(1), 176.
Liu Y, Wei Y (2022). Drop-weight impact resistance of ultrahigh-performance concrete and the corresponding statistical analysis. Journal of Materials in Civil Engineering, 34(1), 04021409.
Maciej Z, Jan S, Łukasz G, Jan D (2023). Supplementary cementitious materials based on recycled concrete paste. Journal of Cleaner Production, 387, 135743.
Mahboub KC, Canler J, Rathbone R, Robl T, Davis B (2009). Pervious concrete: Compaction and aggregate gradation. ACI Materials Journal, 106(6), 523.
Marinković S, Radonjanin V, Malešev M, Ignjatović I (2010). Comparative environmental assessment of natural and recycled aggregate concrete. Waste Management, 30(11), 2255-2264.
Merten FRM, Dutra VFP, Strieder HL, Graeff ÂG (2022). Clogging and maintenance evaluation of pervious concrete pavements with recycled concrete aggregate. Construction and Building Materials, 342, 127939.
Mo KH, Thomas BS, Yap SP, Abutaha F, Tan CG (2020). Viability of agricultural wastes as substitute of natural aggregate in concrete: A review on the durability-related properties. Journal of Cleaner Production, 275, 123062.
Monika F, Prayuda H, Putri WPA, Saputro I, Luthanzah TR (2023). Influence of mixed recycled coarse aggregate on the engineering properties of recycled aggregate concrete. Journal of Building Pathology and Rehabilitation, 8(2), 102.
Neptune AI, Putman BJ (2010). Effect of aggregate size and gradation on pervious concrete mixtures. ACI Materials Journal, 107(6).
Neville AM (1995). Properties of Concrete (vol. 4, p. 1995). London: Longman.
Shan J, Zhang Y, Wu S, Lin Z, Li L, Wu Q (2022). Pore characteristics of pervious concrete and their influence on permeability attributes. Construction and Building Materials, 327, 126874.
Taheri BM, Ramezanianpour AM, Sabokpa S, Gapele M (2021). Experimental evaluation of freeze-thaw durability of pervious concrete. Journal of Building Engineering, 33, 101617.
Tan Y, Zhou C, Zhong C, Zhou J (2023). Freeze–thaw and thermal cycle durability of pervious concrete with different aggregate sizes and water–cement ratios. International Journal of Pavement Engineering, 24(2), 2021405.
Teymouri E, Pauzi NNM, Wong KS (2023). Developing lignite pervious concrete for application in pedestrian walkways and urban runoff treatment. Iranian Journal of Science and Technology, Transactions of Civil Engineering, 47(5), 2949-2967.
TS EN 12390-3 (2019). Testing hardened concrete – Part 3: Compressive strength of test specimens. Turkish Standards Institute, Ankara, Türkiye.
TS EN 12390-5 (2019). Testing hardened concrete – Part 5: Flexural strength of test specimens. Turkish Standards Institute, Ankara, Türkiye.
TS EN 12390-6 (2010). Testing hardened concrete – Part 6: Tensile splitting strength of test specimens. Turkish Standards Institute, Ankara, Türkiye.
TS EN 197-1 (2012). Cement – Part 1: Composition, specifications, and conformity criteria for common cements. Turkish Standards Institute, Ankara, Türkiye.
Vintimilla C, & Etxeberria M (2023). Limiting the maximum fine and coarse recycled aggregates-Type A used in structural concrete. Construction and Building Materials, 380, 131273.
Yavuz D, Yazıcı Ş (2023). Experimental study of aggregate size and gradation on pervious concretes' mechanic, hydraulic, and surface properties. Structural Concrete, 24(4), 5451-5464.
Wu H, Huang B, Shu X, Dong Q (2011). Laboratory evaluation of abrasion resistance of portland cement pervious concrete. Journal of Materials in Civil Engineering, 23(5), 697-702.
Wu H, Liu Z, Sun B, Yin J (2016). Experimental investigation on freeze–thaw durability of Portland cement pervious concrete (PCPC). Construction and Building Materials, 117, 63-71.
Yan HD, Huang GH (2005). Study on pervious road brick prepared by recycled aggregate concrete. Key Engineering Materials, 302, 321-328.
Yap SP, Chen PZC, Goh Y, Ibrahim HA, Mo KH, Yuen CW (2018). Characterization of pervious concrete with blended natural aggregate and recycled concrete aggregates. Journal of Cleaner Production, 181, 155-165.
Yavan O, Bozbey İ (2023). Sürdürülebilir inşaat sektörü için geri dönüşüm beton agregası. Kirklareli University Journal of Engineering and Science, 9(1), 155-165. (in Turkish)
Yavuz D, Gultekin A (2024). Mechanical and porosity properties of recycled pervious concrete aggregate-bearing pervious concretes. Journal of Sustainable Cement-Based Materials, 1-12.
Yıldızel S (2023). Mechanical, durability and solar reflectance properties of colored self‒compacting concrete. Challenge Journal of Concrete Research Letters, 14(3), 89-95.
Zaetang Y, Wongsa A, Sata V, Chindaprasirt P (2013). Use of lightweight aggregates in pervious concrete. Construction and Building Materials, 48, 585-591.
Zhang Z, Zhang Y, Yan C, Liu Y (2017). Influence of crushing index on properties of recycled aggregates pervious concrete. Construction and Building Materials, 135, 112-118.
Zhu H, Wen C, Wang Z, Li L (2020). Study on the permeability of recycled aggregate pervious concrete with fibers. Materials, 13(2), 321.
Refbacks
- There are currently no refbacks.