Evolution of Geocells as Sustainable Support to Transportation Infrastructure
Abstract
:1. Introduction
2. Geocell Configuration
2.1. Height of the Geocells (H)
2.2. Pocket Size or Aperture Opening Size (d)
2.3. Aspect Ratio of Geocells (H/d)
2.4. Width of Geocell Layer (b)
2.5. Pocket Shape of the Geocells
2.6. Pattern of Arrangement
2.7. Embedment Depth of Geocells (u)
2.8. Number of Geocell Layers (N)
3. Properties of Geocell Material
3.1. Surface Roughness of Geocells
3.2. Stiffness of Geocells
4. Soil Properties
4.1. Infill Soil Properties
4.2. Native Soil Properties
5. Geocells in Transportation Applications
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Property | Value |
---|---|
Density | 0.932–0.95 g/cm3 |
Strip width | 50–300 mm |
Strip thickness | 1.53 mm (±10%) |
Percentage of perforations to cell wall area | 6–22% |
Ultimate tensile strength | 16–25 kN/m |
Junction peel strength | 7–10 kN/m |
Elongation at maximum load | 20% (±15%) |
Dynamic modulus at service temperature (−60 °C to 60 °C) | 650–800 MPa |
Resistance to UV degradation | 250–400 min |
Cumulative permanent deformation (creep resistance) | 2.7–3.5% |
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Krishna, A.; Latha, G.M. Evolution of Geocells as Sustainable Support to Transportation Infrastructure. Sustainability 2023, 15, 11773. https://doi.org/10.3390/su151511773
Krishna A, Latha GM. Evolution of Geocells as Sustainable Support to Transportation Infrastructure. Sustainability. 2023; 15(15):11773. https://doi.org/10.3390/su151511773
Chicago/Turabian StyleKrishna, Aarya, and Gali Madhavi Latha. 2023. "Evolution of Geocells as Sustainable Support to Transportation Infrastructure" Sustainability 15, no. 15: 11773. https://doi.org/10.3390/su151511773