journal article·2024-01-24Open access

Potential Application of Natural Fibres for the Reinforcement of Unpaved Forest Roads—Response after RL-CBR Tests

David Miranda Carlos, Daniela Rodrigues, Catarina Martins, Joaquim Macedo, Margarida Pinho-Lopes

Applied Sciences· Volume 14· Issue 3

Abstract

Unpaved roads are essential as transportation infrastructure. These roads are traditionally built utilizing local soils and aggregates. The application of different materials to improve the strength and the overall performance of these road solutions has been investigated. This study focuses on the assessment of the suitability of reinforcing a fine soil using natural fibres from the forest value chain—specifically, pine needles—for unpaved forest roads. The resilient response of both unreinforced and reinforced soils was assessed with RL-CBR tests (California Bearing tests with repeated load) for different percentages of natural fibres incorporated into the soil. The force–penetration response, CBR value, recoverable and permanent displacements, and equivalent modulus were estimated. The effect of different load stages on the elastic response of both unreinforced and reinforced soils was also evaluated. The CBR values improved with the addition of pine needles; the best response was observed for specimens reinforced with 1% (mass) of these natural fibres (the CBR value increased by 45%). The equivalent modulus also was improved, showing that the stiffness of the soil increased with the inclusion of reinforcement. The findings imply that RL-CBR studies offer a promising method for obtaining important design parameters, especially for unpaved forest roads where investments in soil characterization are frequently limited.
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Research context

OpenAlex topics: Geotechnical Engineering and Soil Stabilization · Natural Fiber Reinforced Composites · Structural Behavior of Reinforced Concrete

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Affiliations

RISCO—Research Center for Risks and Sustainability in Construction, Department of Civil Engineering, University of Aveiro, 3810-193 Aveiro, Portugal

Funding

project TRANSFORM · Portuguese Resilience Plan (PRR) · European Union—NextGenerationEU · FCT (“Fundação para a Ciência e a Tecnologia”-Portugal)

References (24)

Show source-provided references
1. Sand Reinforced with Recycled Cotton Textiles from Waste Blue-Jeans: Stress–Strain Response10.1007/s40891-022-00404-z ↗
2. A new approach for determining resilient moduli of marginal pavement base materials using the staged repeated load CBR test method10.1080/14680629.2017.1352532 ↗
3. Toward improved performance of unpaved roads: Laboratory tests and field investigation of a soil-byproduct base layer10.1080/14680629.2020.1809503 ↗
4. Soil geotechnical improvement by using waste from the paper industry10.1007/s43538-023-00155-z ↗
5. Waste paper ash as an alternative binder to improve the bearing capacity of road subgrades
6. Investigation of the resilient behavior of granular base materials with simple test apparatus10.1617/s11527-011-9790-1 ↗
7. Determination of the Resilient modulus MR for the lime stabilized clay obtained from the repeated loading CBR tests
8. AASHTO (1993). Guide for Design of Pavement Structures, American Association of State Highway and Transportation Officials.
9. (1993). A Guide to the Structural Design of Bitumen Surfaced Roads in Tropical and Subtropical Countries (Standard No. TRL ORN-31).
10. Design method for geogrid-reinforced unpaved roads. I. Development of design method10.1061/(ASCE)1090-0241(2004)130:8(775) ↗
11. (2007). Standard Test Method for CBR (California Bearing Ratio) of Laboratory Compacted Soils (Standard No. ASTM D 1883-07).
12. Araya, A.A. (2011). Characterization of Unbound Granular Materials for Pavements. [Ph.D. Thesis, Delft University of Technology].
13. Araya, A., Molenaar, A., and Houben, L. (2010). Characterization of unbound granular materials using repeated load CBR and triaxial testing. Paving Mater. Pavement Anal., 355–363.10.1061/41104(377)44 ↗
14. Ševelová, L., Florian, A., and Žák, J. (2021). Influence of Plunger Stress on Resilient Modulus of Forest Subgrade Soils Obtained from Cyclic CBR Test. Forests, 12.10.3390/f12111456 ↗
15. (2004). Unbound and Hydraulically Bound Mixtures-Part 47: Test Method for the Determination of California Bearing Ratio, Immediate Bearing Index and Linear Swelling (Standard No. EN 13286-47).
16. (2009). Geotechnical Design. Part 2: Ground Investigation and Testing (Standard No. EN 1997-2).
17. (1998). Australian Standard, Methods of Testing Soils for Engineering Purposes. Method 6.1.1: Soil Strength and Consolidation Tests–Determination of the California Bearing Ratio of a Soil–Standard laboratory method for a remoulded specimen (Standard No. AS 1289.6.1.1).
18. (2011). ASTM Internacional, Standard Practice for Classification of Soils for Engineering Purposes (Unified Soil Classification System) (Standard No. ASTM D2487-11).
19. (2004). Geotechnical Investigation and Testing–Laboratory Testing of Soil–Part 12: Determination of Atterberg limits (Standard No. ISO/TS 17892-12).
20. (2000). ASTM International, Standard Test Methods for Laboratory Compaction Characteristics of Soil Using Modified Effort (56,000 ft-lbf/ft3 (27,000 kN-m/m3)) (Standard No. ASTM D 1557-00).
21. (2012). Tests for Geometrical Properties of Aggregates—Part 1: Determination of Particle Size Distribution—Sieving Method (Standard No. EN ISO 933-1).
22. Dinesh, K.B., and Kim, J. (2023). Mechanical and Dynamic Mechanical Behavior of the Lignocellulosic Pine Needle Fiber-Reinforced SEBS Composites. Polymers, 15.10.3390/polym15051225 ↗
23. (1967). Determinação do CBR (Standard No. LNEC E198). (In Portuguese).
24. Bardet, J.-P. (1997). Prentice Hall.