Effect of Soil Moisture on the Deformation Characteristics of Forest Road Subgrade Soils Due to Climatic Change
By: Lenka Ševelová and Aleš Florian
References
- AASHTO. (2001). Guidelines for Geometric Design of Very Low-Volume Local Roads; American Association of State Highway and Transportation Officials, Washington DC, USA.
- AASHTO. (2008). Mechanistic-Empirical Pavement Design Guide (MEPDG); American Association of State Highway and Transportation Officials: Washington DC, USA.
- Abid, A. N., Salih, A. O., & Nawaf, E. A. (2017). The Influence of Fines Content on the Mechanical Properties of Aggregate Subbase Course Material for Highway Construction using Repeated Load CBR Test. Al-Nahrain J. Eng. Sci., 3, 615–624.
- Bojacá Torres, D. C., & Campagnoli Martínez, S. X. (2022). CBR cíclico como método alternativo para la determinación del módulo resiliente en suelos blandos de subrasante. Cienc. E Ing. Neogranadina, 2, 85–98.
- ČSN EN 13286-7. (2004). Unbound and hydraulically bound mixtures – Part 7: Cyclic load triaxial test for unbound mixtures; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 17892-1. (2015). Geotechnical investigation and testing – Laboratory testing of soil – Part 1: Determination of water content; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 17892-4. (2017). Geotechnical investigation and testing – Laboratory testing of soil – Part 4: Determination of particle size distribution; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 14688-2. (2005). Geotechnical investigation and testing – Identification and classification of soil – Part 2: Principles for a classification; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 14689-1. (2004). Geotechnical investigation and testing – Identification and classification of rock – Part 1: Identification and description; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 13286-2. (2015). Unbound and hydraulically bound mixtures – Part 2: Test methods for the determination of the laboratory reference density and water content – Proctor compaction; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 13286-47. (2015). Unbound and hydraulically bound mixtures – Part 47: Test method for the determination of California Bearing ratio, immediate bearing index and linear swelling; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- ČSN EN ISO 17892-12. (2018). Geotechnical investigation and testing – Laboratory testing of soil – Part 12: Determination of the liquid and plastic limits; Institute for Technology Standardization, Metrology and State Testing, Prague, Czech Republic.
- Kuloglu, T. F., Lieffers, V. J., & Anderson, A. E. (2019). Impact of Shortened Winter Road Access on Costs of Forest Operations. Forests, 10, 1–20. DOI: 10.3390/f10050447
- Mehrpazhouh, A., Tafreshi, S. N. M., & Mirzababaei, M. (2019). Impact of repeated loading on mechanical response of a reinforced sand. J. Rock Mech. Geotech. Eng., 11, 804–814. https://doi.org/10.1016/j.jrmge.2018.12.013
- Nguyen, B. T., & Mohajerani, A. (2016). Resilient modulus of fine-grained soil and a simple testing and calculation method for determining an average resilient modulus value for pavement design. J. Transportation Geotechnics, 7, 59–70. https://doi.org/10.1016/j.trgeo.2016.05.001
- Ortiz De Zarate, G., & Ševelová, L. (2015). The statistical analysis of the resilience module. In Public recreation and landscape protection – with man hand in hand (pp. 258–264).
- Ševelová, L., Arias, P., & Šlezingr, M. (2020). Influence of Improving Materials of Forest Roads on the Surrounding Environment. Polish Journal of Environmental Studies, 29(5), 3821–3830. https://doi.org/10.15244/pjoes/115272
- Ševelová, L., Florian, A., & Žák, J. (2021). Influence of Plunger Stress on Resilient Modulus of Forest Subgrade Soils Obtained from Cyclic CBR Test. Forests, 12, 1456. https://doi.org/10.3390/f12111456
- Ševelová, L., Florian, A., Žáková K., & Žák, J. (2023). An Updated Cyclic CBR Test with Realistic Stress Values under the Plunger for Resilient Modulus Calculation. Forests, 14, 2425. https://doi.org/10.3390/f14122425
- Ševelová, L., & Hauser J. (2013). 304642 – PV 2013-673. Automatic control geotechnical equipment for measuring soil bearing capacity and methods of work with this device. Mendel University.
- Ševelová, L., Hauser, J., Zedník, P., Lažek, D., Matula, R., Kozumplíková, A., & Florian, A. (2015). The Methodical Guide to the Design and Implementation of Pavement of Low Volume Roads. Certified Methodology 23327/2015-MZE-16222/M108, (pp. 1–62).
- TP 170. (2023). Design of pavement structures. Ministry of Transportation, Prague, Czech Republic.
Language: English
Page range: 129 - 134
Submitted on: Jun 12, 2025
Accepted on: Sep 10, 2025
Published on: Nov 18, 2025
Published by: Slovak University of Agriculture in Nitra
In partnership with: Paradigm Publishing Services
Publication frequency: 2 issues per year
Keywords:
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© 2025 Lenka Ševelová, Aleš Florian, published by Slovak University of Agriculture in Nitra
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.