Roads & pavements · 2021
Flexural Performance and Toughness Characteristics of Geogrid-Reinforced Pervious Concrete with Different Aggregate Sizes
Original research · free full-paper access · authors credited
Research overview
Laboratory four-point bending tests examine how aggregate size and one or two geogrid layers affect pervious-concrete strength, toughness and post-cracking response. The reported optimum layer positions and aggregate effects apply to the tested beams and mixtures, so field fatigue and construction durability still require project-specific assessment.
Kontain’s reading note. Refer to the original paper for the authors’ full methods, findings and limitations.
- Authors
- Xiaoyu Meng, Qinghui Jiang, Ruyan Liu
- Publication year
- 2021
- DOI
- 10.3390/ma14092295
- Access
- Full text at the original publisher or institutional repository.
- Reuse
- CC BY 4.0 ↗
Read the full paper
Use your email and a one-time code for free access. No payment or password required. The paper opens at its publisher or repository.
Read the full paper →Search all research papers →Topics in this paper
Apply the evidence to your project
Materials, test conditions, exposure and loading matter. Research findings need project-specific assessment before use as design inputs.
Kontain provides geosynthetic supply and engineering support. Inclusion in this catalogue does not imply author endorsement or product certification.