Have a personal or library account? Click to login
The Impact of Polypropylene Fibre Addition on the CBR Value Cover

The Impact of Polypropylene Fibre Addition on the CBR Value

Open Access
|Jul 2023

References

  1. Hassan, M.J., Alshameri B., & Iqbal, F. (2022). Prediction of California Bearing Ratio (CBR) Using Index Soil Properties and Compaction Parameters of Low Plastic Fine-Grained Soil. Transportation Infrastructure Geotechnology, 9, 764–776.
  2. Brown, S.F. (1996). Soil mechanics in pavement engineering. Gėotechnique, 46(3), 383–426.
  3. Zabielska-Adamska, K., & Sulewska, M.J. (2015). Dynamic CBR test to assess the soil compaction. Journal of Testing and Evaluation, 43(5), 1028–1036.
  4. Shooshpasha, I., & Shirvani, R. A. (2014). Effect of cement stabilization on geotechnical properties of sandy soils. Geomechanics and Engineering, 8(1), 17–31.
  5. Yang, H. (2012). Experimental Study on Mechanical Property of Soil-Cement. Proceedings of the 2nd International Conference on Electronic & Mechanical Engineering and Information Technology (EMEIT), 4, 790–793.
  6. Choobbasti, A.J., Vafaei, A., & Kutanaei, S.S. (2015). Mechanical Properties of Sandy Soil Improved with Cement and Nanosilica. Open Engineering, 5(1), 111–116.
  7. Okonkwo, V.O., & Nwokike, V.M. (2015). Soil-Cement Stabilization For Road Pavement Using Soils Obtained From Agu-Awka In Anambra State. Journal of Multidisciplinary Engineering Science and Technology, 2(10), 2668–2670.
  8. Babu, N., & Poulose, E. (2018). Effect of lime on soil properties a review. International Research Journal of Engineering and Technology, 5(11), 606–610.
  9. Utami, G.S. (2014). Clay soil stabilization with lime effect the value CBR and swelling. ARPN Journal of Engineering and Applied Sciences, 9(10), 1744–1748.
  10. Li, Ch. (2005). Mechanical response of fiber-reinforced soil. Austin: University of Texas.
  11. Silva Dos Santos, A.P., Consoli, N.C., & Budet, B.A. (2010). The mechanics of fibre-reinforced sand. Geotechnique, 60(10), 1751–7656.
  12. Babu, G.L.S., & Chouksey, S.K. (2011). Stress-stain response of plastic wase mixed soil. Waste Management, 31(3), 481–488.
  13. Zabielska-Adamska, K., Dobrzycki, P., & Wasil, M. (2023). Estimation of Stiffness of Non-Cohesive Soil in Natural State and Improved by Fiber and/or Cement Addition under Different Load Conditions. Materials, 16(1), 417.
  14. Chen, M., Shen, S.L., Arulrajah, A., Wu, H.N., & Hou D.W. (2015). Laboratory evaluation on the effectiveness of polypropylene fibers on the strength of fiber-reinforced and cement-stabilized Shanghai soft clay. Geotextiles and Geomembranes, 43(6), 515–523.
  15. EN 933-1:2012. (2012). Tests for geometrical properties of aggregates – Part 1: Determination of particle size distribution – Sieving method. Brussels, Belgium: European Committee for Standardization.
  16. EN ISO 14688-1:2018. (2018). Geotechnical Investigation and Testing. Identification and Classification of Soil. Identification and Description. ISO: Geneva, Switzerland.
  17. EN ISO 14688-2:2018-05. (2018). Geotechnical investigation and testing – Identification and classification of soil – Part 2: Principles for a classification. ISO: Geneva, Switzerland.
  18. Zabielska-Adamska, K., Wasil, M., & Dobrzycki, P. (2021). Resilient response of cement-treated coarse post-glacial soil to cyclic load. Materials, 14(21), 6495.
  19. EN 13286-2:2010. (2010). Unbound and hydraulically bound mixtures - Part 2: Test methods for laboratory reference density and water content – Proctor compaction. European Committee for Standardization: Brussels, Belgium.
  20. ASTM D1883-21. (2021). Standard test method for CBR (California Bearing Ratio) of laboratory-compacted soils. ASTM International: West Conshohocken, PA, USA.
  21. EN 13286-47:2007. (2007). Unbound and hydraulically bound mixtures – Part 47: Test method for the determination of California bearing ratio, immediate bearing index and linear swelling. European Committee for Standardization: Brussels, Belgium.
  22. Yetimoglu, T., & Salbas, O. (2003). A study on shear strength of sands reinforced with randomly distributed discrete fibers. Geotextiles and Geomembranes, 21(2), 103–110.
  23. Michalowski, R.L., & Čermák, J. (2003). Triaxial compression of sand reinforced with fibers. Journal of Geotechnical and Geoenvironmental Engineering, 129(2), 125–136.
  24. Wang, W., Lv, B., Zhang, C., Li, N., & Pu, S. (2022). Mechanical characteristics of lime-treated subgrade soil improved by polypropylene fiber and class F fly ash. Polymers, 14(14) 2921.
DOI: https://doi.org/10.2478/acee-2023-0017 | Journal eISSN: 2720-6947 | Journal ISSN: 1899-0142
Language: English
Page range: 81 - 88
Submitted on: Jan 15, 2023
Accepted on: Mar 17, 2023
Published on: Jul 20, 2023
Published by: Silesian University of Technology
In partnership with: Paradigm Publishing Services
Publication frequency: 4 times per year

© 2023 Patryk Dobrzycki, published by Silesian University of Technology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.