IDEAS home Printed from https://ideas.repec.org/a/gam/jsusta/v15y2023i18p13310-d1233349.html
   My bibliography  Save this article

Study on the Basic Mechanical Properties and Discrete Element Method Simulation of Permeable Concrete

Author

Listed:
  • Qidan Xiao

    (College of Architecture and Civil Engineering, Xinyang Normal University, Xinyang 464031, China
    Henan New Environmentally-Friendly Civil Engineering Materials Engineering Research Center, Xinyang Normal University, Xinyang 464031, China)

  • Xiumin Hu

    (College of Architecture and Civil Engineering, Xinyang Normal University, Xinyang 464031, China
    Henan New Environmentally-Friendly Civil Engineering Materials Engineering Research Center, Xinyang Normal University, Xinyang 464031, China)

  • Xiaole Li

    (College of Architecture and Civil Engineering, Xinyang Normal University, Xinyang 464031, China
    Henan New Environmentally-Friendly Civil Engineering Materials Engineering Research Center, Xinyang Normal University, Xinyang 464031, China)

  • Guanguan Zhang

    (College of Architecture and Civil Engineering, Xinyang Normal University, Xinyang 464031, China
    Henan New Environmentally-Friendly Civil Engineering Materials Engineering Research Center, Xinyang Normal University, Xinyang 464031, China)

  • Jun Zhao

    (School of Civil Engineering, Zhengzhou University, Zhengzhou 450001, China)

Abstract

Permeable concrete pavement material has many voids and a good water permeability, which can reduce surface runoff and alleviate the problem of urban water logging. It also has the functions of acting as a supplementary source of groundwater, purifying water, bodies reducing the urban heat island effect, reducing road noise, and so on. It is an effective solution for urban infrastructures. However, at the same time, because it has a large number of pores, this also affects the strength of permeable concrete. The main factors affecting permeable concrete are particle size and the shape of the aggregate, the content of the cement paste and aggregate, the compaction degree of the mixture, and so on. In this study, the single-factor test method was used to study the effects of aggregate size, slurry-to-bone ratio and loose paving coefficient on the basic mechanical properties and permeability of permeable concrete. Here, the numerical model for permeable concrete is established by using the particle flow discrete element (Particle Flow Code (PFC)modeling method, and a numerical simulation test is carried out. It can be seen from the test results that the permeability coefficient of 50% 5–10 mm + 50% 10–15 mm mixed aggregate permeable concrete is slightly lower than that of 5–10 mm and 10–15 mm single-size aggregate, but has a higher compressive and splitting tensile strength. With the increase in paste-to-bone ratio, the permeability coefficient of permeable concrete decreases, and the compressive strength increases. The loose paving coefficient has a significant effect on the mechanics and permeability of permeable concrete with the increase in the loose paving coefficient, the water permeability decreases and the compressive strength increases. The numerical simulation results show that under the condition that the loose paving coefficient is 1.10 and the slurry-to-bone ratio is 0.5, compared with the experimental results, the error of the numerical simulation results of the compression test is less than 3%. The reliability of the simulation is verified. The discrete element modeling method in this study can be used to simulate the shape of the aggregate in permeable concrete, and the numerical model can effectively simulate the crack development and failure form of permeable concrete in compression tests.

Suggested Citation

  • Qidan Xiao & Xiumin Hu & Xiaole Li & Guanguan Zhang & Jun Zhao, 2023. "Study on the Basic Mechanical Properties and Discrete Element Method Simulation of Permeable Concrete," Sustainability, MDPI, vol. 15(18), pages 1-30, September.
  • Handle: RePEc:gam:jsusta:v:15:y:2023:i:18:p:13310-:d:1233349
    as

    Download full text from publisher

    File URL: https://www.mdpi.com/2071-1050/15/18/13310/pdf
    Download Restriction: no

    File URL: https://www.mdpi.com/2071-1050/15/18/13310/
    Download Restriction: no
    ---><---

    References listed on IDEAS

    as
    1. Aryssa Kathreen Marcaida & Tan Hung Nguyen & Jaehun Ahn, 2018. "Investigation of Particle-Related Clogging of Sustainable Concrete Pavements," Sustainability, MDPI, vol. 10(12), pages 1-12, December.
    2. Valerio C. Andrés-Valeri & Mariana Marchioni & Luis Angel Sañudo-Fontaneda & Filippo Giustozzi & Gianfranco Becciu, 2016. "Laboratory Assessment of the Infiltration Capacity Reduction in Clogged Porous Mixture Surfaces," Sustainability, MDPI, vol. 8(8), pages 1-11, August.
    3. Muhammad Shafique & Reeho Kim & Kwon Kyung-Ho, 2018. "Rainfall Runoff Mitigation by Retrofitted Permeable Pavement in an Urban Area," Sustainability, MDPI, vol. 10(4), pages 1-10, April.
    Full references (including those not matched with items on IDEAS)

    Most related items

    These are the items that most often cite the same works as this one and are cited by the same works as this one.
    1. Jaewon Yoo & Tan Hung Nguyen & Eungu Lee & Yunje Lee & Jaehun Ahn, 2020. "Measurement of Permeability in Horizontal Direction of Open-Graded Friction Course with Rutting," Sustainability, MDPI, vol. 12(16), pages 1-15, August.
    2. Jaehun Ahn & Aryssa Kathreen Marcaida & Yoongeun Lee & Jongwon Jung, 2018. "Development of Test Equipment for Evaluating Hydraulic Conductivity of Permeable Block Pavements," Sustainability, MDPI, vol. 10(7), pages 1-16, July.
    3. Mariana Marchioni & Roberto Fedele & Anita Raimondi & John Sansalone & Gianfranco Becciu, 2022. "Permeable Asphalt Hydraulic Conductivity and Particulate Matter Separation With XRT," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 36(6), pages 1879-1895, April.
    4. Anik Gupta & Carlos J. Slebi-Acevedo & Esther Lizasoain-Arteaga & Jorge Rodriguez-Hernandez & Daniel Castro-Fresno, 2021. "Multi-Criteria Selection of Additives in Porous Asphalt Mixtures Using Mechanical, Hydraulic, Economic, and Environmental Indicators," Sustainability, MDPI, vol. 13(4), pages 1-20, February.
    5. Byung-Hyun Ryu & Sojeong Lee & Ilhan Chang, 2020. "Pervious Pavement Blocks Made from Recycled Polyethylene Terephthalate (PET): Fabrication and Engineering Properties," Sustainability, MDPI, vol. 12(16), pages 1-10, August.
    6. Ana Isabel Abellán García & Noelia Cruz Pérez & Juan C. Santamarta, 2021. "Sustainable Urban Drainage Systems in Spain: Analysis of the Research on SUDS Based on Climatology," Sustainability, MDPI, vol. 13(13), pages 1-25, June.
    7. Aryssa Kathreen Marcaida & Tan Hung Nguyen & Jaehun Ahn, 2018. "Investigation of Particle-Related Clogging of Sustainable Concrete Pavements," Sustainability, MDPI, vol. 10(12), pages 1-12, December.
    8. Pedro Lastra-González & Irune Indacoechea-Vega & Miguel A. Calzada-Pérez & Daniel Castro-Fresno, 2020. "Recyclability Potential of Induction-Healable Porous Asphalt Mixtures," Sustainability, MDPI, vol. 12(23), pages 1-11, November.
    9. Fawaz Alharbi & Meshal Almoshaogeh & Md. Shafiquzzaman & Husnain Haider & Md. Rafiquzzaman & Ahmed Alragi & Sherif ElKholy & ELSaid Abdallah Bayoumi & Yassine EL-Ghoul, 2021. "Development of Rice Bran Mixed Porous Clay Bricks for Permeable Pavements: A Sustainable LID Technique for Arid Regions," Sustainability, MDPI, vol. 13(3), pages 1-15, January.
    10. Bartosz Szeląg & Agnieszka Cienciała & Szymon Sobura & Jan Studziński & Juan T. García, 2019. "Urbanization and Management of the Catchment Retention in the Aspect of Operation of Storm Overflow: A Probabilistic Approach," Sustainability, MDPI, vol. 11(13), pages 1-17, July.
    11. Ignacio Oviedo & Mauricio Pradena & Óscar Link & José T. Balbo, 2022. "Using Natural Pozzolans to Partially Replace Cement in Pervious Concretes: A Sustainable Alternative?," Sustainability, MDPI, vol. 14(21), pages 1-17, October.

    Corrections

    All material on this site has been provided by the respective publishers and authors. You can help correct errors and omissions. When requesting a correction, please mention this item's handle: RePEc:gam:jsusta:v:15:y:2023:i:18:p:13310-:d:1233349. See general information about how to correct material in RePEc.

    If you have authored this item and are not yet registered with RePEc, we encourage you to do it here. This allows to link your profile to this item. It also allows you to accept potential citations to this item that we are uncertain about.

    If CitEc recognized a bibliographic reference but did not link an item in RePEc to it, you can help with this form .

    If you know of missing items citing this one, you can help us creating those links by adding the relevant references in the same way as above, for each refering item. If you are a registered author of this item, you may also want to check the "citations" tab in your RePEc Author Service profile, as there may be some citations waiting for confirmation.

    For technical questions regarding this item, or to correct its authors, title, abstract, bibliographic or download information, contact: MDPI Indexing Manager (email available below). General contact details of provider: https://www.mdpi.com .

    Please note that corrections may take a couple of weeks to filter through the various RePEc services.

    IDEAS is a RePEc service. RePEc uses bibliographic data supplied by the respective publishers.