A Systematic Review of Permeable Pavements and Their Unbound Material Properties in Comparison to Traditional Subbase Materials
| Autor: | Dansani Vasanthan Muttuvelu, Erik Kjems |
|---|---|
| Jazyk: | angličtina |
| Rok vydání: | 2021 |
| Předmět: |
coarse grained aggregate
Bearing capacity heavy precipitation Technology permeable subbase Heavy precipitation water management SDG 13 - Climate Action Climate change General Materials Science Civil and Structural Engineering permeable pavements climate change bearing capacity E-moduli Building and Construction Geotechnical Engineering and Engineering Geology Coarse grained aggregate Permeable pavements SDG 11 - Sustainable Cities and Communities Computer Science Applications Water management SDG 9 - Industry Innovation and Infrastructure Permeable subbase |
| Zdroj: | Muttuvelu, D V & Kjems, E 2021, ' A Systematic Review of Permeable Pavements and Their Unbound Material Properties in Comparison to Traditional Subbase Materials ', Infrastructures, vol. 6, no. 12, 179 . https://doi.org/10.3390/infrastructures6120179 Infrastructures; Volume 6; Issue 12; Pages: 179 Infrastructures, Vol 6, Iss 179, p 179 (2021) |
| DOI: | 10.3390/infrastructures6120179 |
| Popis: | This paper is a literature review focused on permeable pavements and especially the permeable subbase material. Run-off water from the surface is traditionally let through a drainage system, and the roads are kept dry. Due to climate changes, heavy precipitation and high-intensity rainfalls are putting pressure on the infrastructure. Traditionally, water in subbase materials reduces the resilient E-moduli and the lifespan of the pavement design. Studies show that increasing saturation reduces the bearing capacity of a traditional subbase material. Unbound materials with highly grained fines and high moisture content have higher tendency to show reduced resilient E-moduli. One study was found where the E-moduli of five different coarse grained aggregates used in permeable pavements were examined through a triaxial test. It was found that the E-moduli varied from 110–371 MPa. Other studies examining the E-moduli of permeable subbases based on moisture content were not found. However, this paper discusses different experiences regarding the bearing capacity of traditional vs. permeable subbase materials. It also covers a discussion and an analysis of missing research areas that needs to be investigated for further knowledge about the usage of permeable pavements in areas with a risk of flooding. |
| Databáze: | OpenAIRE |
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