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Moving particle simulation for a simplified permeability model of pervious concrete

  • Kamalova, Zilola (Division of Architecture, Graduate School of Engineering, Mie University) ;
  • Hatanaka, Shigemitsu (Division of Architecture, Graduate School of Engineering, Mie University)
  • Received : 2019.05.12
  • Accepted : 2019.12.04
  • Published : 2019.12.25

Abstract

This study aimed to investigate the permeable nature of pervious concretes (PC) through the moving particle simulation (MPS) method. In the simulation, the complex structure of a pervious concrete was virtually demonstrated as a lattice model (LM) of spherical beads, where the test of permeability was conducted. Results of the simulation were compared with the experimental ones for validation. As a result, MPS results showed the permeability index of the LM as almost twice as big as the actual PCs. A proposed virtual model was created to prevent the stuck of water flow in the MPS simulation of PC or LM. Successful simulation results were demonstrated with the model.

Keywords

References

  1. ACI (2010), American Concrete Institute Committee 522, Report on Pervious Concrete, First Edition, American Concrete Institute, Michigan, USA, ACI 522R-10.
  2. Asano, I., Hayashida, Y., Masukawa, S. and Tagashira, H. (2009), "Relationship between hydraulic gradient and discharge velocity in flow through pervious concrete", Technical Report of the National Institute for Rural Engineering, 227-241. (in Japanese)
  3. Bu, J., Chen, X., Liu, S., Li, S. and Shen, N. (2018), "Experimental study on the dynamic behavior of pervious concrete for permeable pavement", Comput. Concrete, 22(3), 291-303. https://doi.org/10.12989/cac.2018.22.3.291.
  4. Chindaprasirt, P., Hatanaka, S., Chareerat, T., Mishima, N. and Yuasa, Y. (2008), "Cement paste characteristics and porous concrete properties", Constr. Build. Mater., 22, 894-901. https://doi.org/10.1016/j.conbuildmat.2006.12.007.
  5. Chindaprasirt, P., Hatanaka, S., Mishima, N., Yuasa, Y. and Chareerat, T. (2009), "Effects of binder strength and aggregate size on the compressive strength and void ratio of porous concrete", Int. J. Miner. Metal. Mater., 16(6), 714-719. https://doi.org/10.1016/S1674-4799(10)60018-0.
  6. Coleri, E., Kayhanian, M., Harvey, J.T., Yang, K. and Boone, J.M. (2013), "Clogging evaluation of open graded friction course pavements tested under rainfall and heavy vehicle simulators", J. Environ. Manage., 129, 164-172. https://doi.org/10.1016/j.jenvman.2013.07.005.
  7. Hatanaka, S., Kamalova, Z. and Harada, M. (2019), "Construction of a nonlinear permeability model of pervious concrete and drainage simulation of heavy rain in a residential area", Result. Mater., 3, 100033. https://doi.org/10.1016/j.rinma.2019.100033.
  8. Hatanaka, S., Mishima, N. and Natsume, M. (2015), "Study on nonlinear coefficient of permeability of pervious concrete", Proc. JPN Concrete Inst., 38(1), 1381-1786. (in Japanese)
  9. Hatanaka, S., Mishima, N., Maegawa, A. and Sakamoto, E. (2014), "Fundamental study on properties of small particle size porous concrete", J. Adv. Concrete Technol., 12(1), 24-33. https://doi.org/10.3151/jact.12.24.
  10. Hatanaka, S., Mishima, N., Nakagawa, T., Morihana, H. and Chindaprasirt, P. (2012), "Finishing methods and compressive strength-void ratio relationships of in-situ porous concrete pavement", Comput. Concrete, 10(3), 231-240. https://doi.org/10.12989/cac.2012.10.3.231.
  11. Homepage of Promotech Software (2018), https://www.particleworks.com/case_study_ja.html.
  12. Jiong, Z., Guodong, M., Ruiping, M., Xinzhuang, C., Li, L. and Huining, X. (2018), "Numerical study on seepage flow in pervious concrete based on 3D CT imaging", Constr. Build. Mater., 161, 468-478. https://doi.org/10.1016/j.conbuildmat.2017.11.149.
  13. Koshizuka, S. and Oka, Y. (1996), "Moving-particle semi-implicit method for fragmentation of incompressible fluid", Nucl. Sci. Eng., 123, 421-434. https://doi.org/10.13182/NSE96-A24205.
  14. Li, D., Toghroli, A., Shariati, M., Sajedi, F., Bui, D. T., Kianmehr, P., ... and Khorami, M. (2019) "Application of polymer, silica-fume and crushed rubber in the production of pervious concrete", Smart Struct. Syst., 23(2), 207-214. https://doi.org/10.12989/sss.2019.23.2.207.
  15. Liu, H., Luo, G., Gong, Y. and Wei, H. (2018), "Mechanical properties, permeability, and freeze-thaw resistance of pervious concrete modified by waste crumb rubbers", Appl. Sci., 8(10), 1843. https://doi.org/10.3390/app8101843.
  16. Liu, R., Liu, H., Sha, F., Yang, H., Zhang, Q., Shi, S. and Zheng, Z. (2018), "Investigation of the porosity distribution, permeability, and mechanical performance of pervious concretes", Proc., 6(7), 78. https://doi.org/10.3390/pr6070078.
  17. Matsuoka, H. (1984), Doshiturikigaku (Soil Mechanics), Morikitasyuppan, 32-53. (in Japanese)
  18. Matsuoka, T., Sekimoto, R., Mishima, N. and Hatanaka, S. (2016), "Experimental study on influence of wall effect on nonlinear permeability behavior and its estimate of pervious concrete", Proc. JPN Concrete Inst., 38(1), 1749-1754. (in Japanese)
  19. Mayorga, V.A.U., Garces, M.A.U., Gomez, D.P.P., Alvarado, Y.A., Torres, B. and Gasch, I. (2018), "Performance of pervious concrete containing combined recycled aggregates", Ingenieria e Investigacion, 38, 34-41. http://dx.doi.org/10.15446/ing.investig.v38n2.67491.
  20. Natsume, M., Mishima, N. and Hatanaka, S. (2015), "Experimental study on model of permeability of pervious concrete", Proc. JPN Concrete Inst., 37(1), 1375-1380. (in Japanese)
  21. Nielsen, C.B. (2007), "Ravelling of porous pavements: assessment of test sections", Technical Note 48, Road Directorate, Danish Road Institute, Roskilde, Denmark.
  22. Sata, V., Ngohpok, C. and Chindaprasirt, P. (2016), "Properties of pervious concrete containing high-calcium fly ash", Comput. Concrete, 17(3), 337-351. https://doi.org/10.12989/cac.2016.17.3.337.
  23. Sekimoto, R., Matsuoka, T., Mishima, N. and Hatanaka, S. (2017), "Modelling of nonlinear permeability behavior of porous concrete and drainage simulation of heavy rain in residential area", Proc. JPN Concrete Inst., 39(1), 1507-1512. (in Japanese)
  24. Seoul Metropolitan City, Standard on Design, Construction, and Maintenance of Permeable Block Pavements, Ver. 2.0, 30. http://www.civiltech.co.kr/xe/66700.
  25. Shatarat, N.K., Katkhuda, H.N., Hyari, K.H. and Asi, I. (2018), "Effect of using recycled coarse aggregate and recycled asphalt pavement on the properties of pervious concrete", Struct. Eng. Mech., 67(3), 283-290. https://doi.org/10.12989/sem.2018.67.3.283.
  26. Toghroli, A., Shariati, M., Sajedi, F., Ibrahim, Z., Koting, S., Mohamad, E.T. and Khorami, M. (2018), "A review on pavement porous concrete using recycled waste materials", Smart Struct. Syst., 22(4), 433-440. https://doi.org/10.12989/sss.2018.22.4.433.
  27. Valeri, V.C.A., Gandara, L.J., Espino, D.J. and Hernandez, J.R. (2018), "Characterization of the infiltration capacity of porous concrete pavements with low constant head permeability tests", Molecul. Divers. Preserv. Int., Water, 10(4), 480. https://doi.org/10.3390/w10040480.
  28. Yamaguchi, H. (1984), Doshistu-rikigaku Zenkaitei (Total Revision of Soil Mechanics), Gihoudou-syuppan, 53-64. (in Japanese)
  29. Zhang, W., Li, H. and Zhang, Y. (2018), "Effect of porosity on frost resistance of Portland cement pervious concrete", Adv. Concrete Constr., 6(4), 363. https://doi.org/10.12989/acc.2018.6.4.363.
  30. Zhu, X., Chen, X., Shen, N., Tian, H., Fan, X. and Lu, J. (2018), "Mechanical properties of pervious concrete with recycled aggregate", Comput. Concrete, 21(6), 623-635. https://doi.org/10.12989/cac.2018.21.6.623.