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Development of high-strength pervious concrete with an emphasis on durability properties

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초록

The problem of ground water recharge because of impervious pavement surfaces can be mitigated to some extent with theconstruction of pervious or porous concrete pavements. Pervious concrete pavement allows water infiltration due to its porousnature. However, the major concern with pervious concrete is their low compression strength. Many researchers have madeefforts in enhancing the pervious concrete mechanical properties but very few have investigated the durability aspects ofpervious concrete. In the present work, studies were conducted to develop a high-strength and durable pervious concrete. Theeffect of M-sand, silicafume and polypropylene fibers on porous concrete's hydrological and mechanical properties wasexamined. The optimum dosage of M-sand is also found out. The study revealed that the compression strength of porousconcrete enhanced with an addition of 10% M-sand. The optimum dosage of silicafume and fibers are found to be 15% and1%. The maximum compression strength achieved was 31 Mpa with a permeability of 2.38 mm/s. The experimental study alsorevealed that the durability of porous concrete has improved significantly with the inclusion of silicafume, M-sand andpolypropylene fibers. The resistance offered by pervious concrete to abrasion and impact improved to 8% from 27% and thepervious concrete mix composed of silicafume has offered high resistance to acid attack. The addition of silicafume hasdecreased the percentage change in compressive strength to 22% from 46%.

Abstract

The problem of ground water recharge because of impervious pavement surfaces can be mitigated to some extent with theconstruction of pervious or porous concrete pavements. Pervious concrete pavement allows water infiltration due to its porousnature. However, the major concern with pervious concrete is their low compression strength. Many researchers have madeefforts in enhancing the pervious concrete mechanical properties but very few have investigated the durability aspects ofpervious concrete. In the present work, studies were conducted to develop a high-strength and durable pervious concrete. Theeffect of M-sand, silicafume and polypropylene fibers on porous concrete's hydrological and mechanical properties wasexamined. The optimum dosage of M-sand is also found out. The study revealed that the compression strength of porousconcrete enhanced with an addition of 10% M-sand. The optimum dosage of silicafume and fibers are found to be 15% and1%. The maximum compression strength achieved was 31 Mpa with a permeability of 2.38 mm/s. The experimental study alsorevealed that the durability of porous concrete has improved significantly with the inclusion of silicafume, M-sand andpolypropylene fibers. The resistance offered by pervious concrete to abrasion and impact improved to 8% from 27% and thepervious concrete mix composed of silicafume has offered high resistance to acid attack. The addition of silicafume hasdecreased the percentage change in compressive strength to 22% from 46%.

참고문헌 (39)

  1. "ACI 522 R, Report on pervious concrete", ~ (2010)
  2. W. Goede, , J. Transp. Eng, 138(1), pp.98~104 (2012)
  3. A. K. Chandrappa, , Constr. Build. Mater, 111, pp.262~274 (2016)
  4. G. Shafabakhsh, , Int. J. Eng. Trans. B : Appl, 29(2), pp.192~201 (2016)
  5. Aliff Akhmal Mohd Fazli, "Optimization of rice husk ash (RHA) as partial replacement of cementing material in structural ceramic composite concrete using response surface methodology (RSM) statistical experimental design", Journal of Ceramic Processing Research, 21(6), pp.667~682 (2020), 청정에너지연구소[DOI]
  6. G. Pachideh, , Int. J. Eng. Trans. C : Appl, 32(9), pp.1277~1283 (2019)
  7. M. Chaitanya, , proceedings of Mater. Today, 46, pp.634~637 (2021)
  8. G. Adil, , Constr. Build. Mater, 247, pp.118453~ (2020)
  9. P. Fidjestol, "Guide for the use of silica fume in concrete", ~ (2006)
  10. M. J. Shannag, , Cem. Concr. Compos, 22, pp.399~406 (2000)
  11. Jieguang Song, "Influence of raw materials ratio on performance of permeable bricks made from electric porcelain waste", Journal of Ceramic Processing Research, 23(4), pp.409~414 (2022), 청정에너지연구소[DOI]
  12. S. Sridhar, "Microstructural analysis and experimental investigation of mechanical properties of epoxy based hybrid composite reinforced with flax, sisal and luffa fibre", Journal of Ceramic Processing Research, 23(4), pp.498~502 (2022), 청정에너지연구소[DOI]
  13. M. Chaitanya, , Rec. Adv. in Civ. Eng. Lect. Notes Civ. Eng., 172 (2022)
  14. A. Ibrahim, , Constr. Build. Mater, 50, pp.524~529 (2014)
  15. M. A. R. Bhutta, , Constr. Build. Mater, 31, pp.67~73 (2012)
  16. J. Yang, , Cem. Concr. Res, 33, pp.381~386 (2003)
  17. 안태호, "Effect of self-healing agents on inorganic crack repair materials for concrete infrastructures", Journal of Ceramic Processing Research, 16(1), pp.117~123 (2015), 청정에너지연구소[DOI]
  18. Jun Hyeong Kim, "Self-healing phenomena using PVA coated granules for sustainable construction", Journal of Ceramic Processing Research, 20, pp.70~76 (2019), 청정에너지연구소[DOI]
  19. Youngsun Heo, "Design of fire resistant concrete using combined fibers", Journal of Ceramic Processing Research, 16, pp.28~32 (2015), 청정에너지연구소[DOI]
  20. A. Bonicelli, , Procedia. Eng, 161, pp.1568~1573 (2016)
  21. G. Xu, , Constr. Build. Mater, 158, pp.141~148 (2018)
  22. J. T. Kevern, , J. Mater. Civ. Eng, 27(9) (2015)
  23. J. Leon Raj, , Road Mater. Pavement Des, pp.1468~0629 (2019)
  24. M. Rangelov, , Constr. Build. Mater, 126, pp.875~885 (2016)
  25. S. Hesami, , Constr. Build. Mater, 53, pp.680~691 (2014)
  26. Dongyeop Han, "Influence of steel fiber content and aspect ratio on the strength of high strength concrete", Journal of Ceramic Processing Research, 16, pp.56~62 (2015), 청정에너지연구소[DOI]
  27. Kevern, "Pervious Concrete Construction: Methods and Quality Control", ~ (2006)
  28. M. Adamu, , Case Stud. Constr. Mater., 14 (2021)
  29. M. Gesoglu, , Constr. Build. Mater, 73, pp.19~24 (2014)
  30. H. Wu, , J. Mater. Civ. Eng. ASCE, 23, pp.697~702 (2011)
  31. H. Guo, , Key. Eng. Mater, 517, pp.352~356 (2012)
  32. L. Gao, , Mater, 14(10), pp.2670~ (2021)
  33. "IS 516, Method of Tests for Strength of Concrete", ~ (2012)
  34. "ASTM D 5856-95, Standard Test Method for Measurement of Hydraulic Conductivity of Porous Material Using a Rigid-Wall, Compaction-Mold Permeameter", ~ (1995)
  35. "ASTM C 1688, Standard test method for Density and Void content of Freshly Mixed Pervious concrete", ~ (2009)
  36. "ASTM C 1754, Standard test method for Density and Void content of Hardened Pervious concrete", ~ (2012)
  37. "ASTM C 1747, Standard test method for Determining Potential Resistance to Degradation of Pervious concrete by Impact and Abrasion", ~ (2013)
  38. "ASTM C 267, Standard Test Methods for Chemical Resistance of Mortars, Grouts, and Monolithic Surfacings and Polymer Concretes", ~ (2020)
  39. Ziqiang Ge, "Effect of hydrofluoric acid chemical corrosion on the grinding of silicon nitride ceramic ball", Journal of Ceramic Processing Research, 23(5), pp.685~693 (2022), 청정에너지연구소[DOI]

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