4.5 Article

Pervious concrete: effects of porosity on permeability and strength

Journal

MAGAZINE OF CONCRETE RESEARCH
Volume 73, Issue 2, Pages 69-79

Publisher

ICE PUBLISHING
DOI: 10.1680/jmacr.19.00194

Keywords

compressive strength; permeability & pore-related properties; plain concrete

Funding

  1. National Natural Science Foundation of China [51608131, 51808134]
  2. Featured and Innovative Projects for Colleges and Universities of Guangdong Province [2017ktscx061]
  3. Pearl River S&T Nova Program of Guangzhou City [201906010064]
  4. Guangdong University of Technology through its One-Hundred Young Talents Plan [220413508, 220413226]
  5. Outstanding Talents Support Program [220411336]

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The study found that the interconnected porosity is the main factor determining water permeability, while open porosity and water/cement ratio together govern compressive strength. Adjusting water/cement ratio and paste volume can improve the performance of pervious concrete.
Pervious concrete needs to have many pores to achieve high water permeability, but excessive porosity may cause a serious reduction in strength. Herein, it is postulated that the interconnected porosity and open porosity, which can be separately measured, do not have the same effects on the performance of pervious concrete. To evaluate how the interconnected porosity and open porosity influence permeability and strength, a series of no-fines pervious concrete mixes with varying water/cement (w/c) ratio and paste volume were produced for testing of their interconnected porosity, open porosity, unsubmerged water permeability, submerged water permeability and compressive strength. From the test results, it was found that both the w/c ratio and paste volume have major effects on the porosity, permeability and strength. More importantly, regression analysis showed that the interconnected porosity is the governing factor determining the water permeability, whereas the open porosity and w/c ratio are together the governing factors determining the compressive strength. Lastly, the concurrent strength-permeability performance of the no-fines pervious concrete tested was evaluated.

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