Stabilized red soil—an efficient liner system for landfills containing hazardous materials

  • R. GopinathEmail author
  • R. Poopathi
  • M. Vasanthavigar
  • R. Arun
  • M. Mahadevan


In recent decades, disposal of hazardous material has become a challenging task especially in case of landfills where leaching out of waste is possible. In such cases, an efficient and economical liner system using locally available material is very essential. In this paper, an attempt has been made to study the suitability of red soil stabilized using lime and Prosopis juliflora fibers as liner material for landfills. Prosopis is a woody weed available abundantly in tropical and subtropical regions of the world. The fibers were used at 0.0%, 0.25%, 0.50%, 0.75%, and 1.0% by weight of the soil and the amount of lime used was kept constant as 4%. Tests results revealed decrease in plasticity index, increase in UCC strength, ductile behavior, decrease in consolidation settlement, reduction in permeability and shrinkage, and increase in CBR resistance in soils treated with both lime and Prosopis fibers. SEM images of stabilized soil revealed adherence of hydrated products of lime on the fiber surface, which facilitate efficient stress transfer between the soil and fibers. A single composite liner system was modeled using Visual MODFLOW by replacing the compacted clay layer with the stabilized red soil below the HDPE liner and the model was simulated. The simulation result showed that the performance of liner system with stabilized red soil is good and could prevent the aquifer from contamination. From the study, it can be concluded that stabilized red soil possesses the geotechnical properties required for an efficient liner system.


Red soil Lime Prosopis juliflora UCC CBR 



The authors finally thank Senthil Kumar, technical assistant, and Geetha, lab assistant, for their contribution to the preparation and help in the experimental work.


  1. Aggarwal, P., & Sharma, B. (2010). Application of jute fiber in the improvement of subgrade characteristics. In Proceedings of international confence on advances in civil engineering (pp. 27–30). Turkey: Trabzon.Google Scholar
  2. Ahmad, F., Bateni, F., & Azmi, M. (2010). Performance evaluation of silty sand reinforced with fibers. Geotextiles and Geomembranes, 28, 93–99. Scholar
  3. Anggraini, V., Asadi, A., Huat, B. B. K., & Nahazanan, H. (2015). Effects of coir fibers on tensile and compressive strength of lime treated soft soil. Measurement, 59, 372–381. Scholar
  4. Ates, A. (2016). Mechanical properties of sandy soils reinforced with cement and randomly distributed glass fibers (GRC). Composites Part B Engineering, 96, 295–304. Scholar
  5. Attoh-Okine, N. O. (1995). Lime treatment of laterite soils and gravels—revisited. Construction and Building Materials, 9(5), 283–287. Scholar
  6. Bhattacharyya, A. K. (1992). Characterization, utilization and amelioration of Indian Red soils. In Proceedings of international symposium on management and development of red soils in Asia and Pacific region. Nanjing,China, 13–14.Google Scholar
  7. Burkart, A. (1976). A monograph on the genus Prosopis (Leguminosae subfam. Mimosoideae). (Part 1 and 2) Catalogue of the recognized species of Prosopis. Journal of the Arnold Arboretum, 57, 219–249 and 450–525.Google Scholar
  8. Cai, Y., Shi, B., Ng, C. W. W., & Tang, C. S. (2006). Effect of polypropylene fiber and lime admixture on engineering properties of clayey soil. Engineering Geology, 87, 230–240. Scholar
  9. Harriette, L. (2004). The potential of flax fibers as reinforcement for composite materials. Eindhoven (the Netherlands): Eindhoven University Press.Google Scholar
  10. Li, J., Tang, C., Wang, D., Pei, X., & Shi, B. (2014). Effect of discrete fiber reinforcement on soil tensile strength. Journal of Rock Mechanics and Geotechnical Engineering, 6, 133–137. Scholar
  11. Marandi, M., Bagheripour, H., Rahgozar, R., & Zare, H. (2008). Strength and ductility of randomly distributed palm fibers reinforced silty-sand soils. American Journal of Applied Sciences, 5, 209–220.CrossRefGoogle Scholar
  12. Mattone, R. (2005). Sisal fiber reinforced soil with cement or cactus pulp in Bahareque Technique. Cement Concrete Composites, 27, 611–616. Scholar
  13. Modarres, A., & Nosoudy, Y. M. (2015). Clay stabilization using coal waste and lime - technical and environmental impacts. Applied Clay Science, 116–117, 281–288. Scholar
  14. Osula, D. O. A. (1991). Lime modification of problem laterite. Engineering Geology, 30(2), 141–154. Scholar
  15. Osula, D. O. A. (1996). A comparative evaluation of cement and lime modification of laterite. Engineering Geology, 42(1), 71–81. Scholar
  16. Park, S. S. (2011). Unconfined compressive strength and ductility of fiber-reinforced cemented sand. Construction and Building Materials, 25, 1134–1138. Scholar
  17. Pasiecznik, N. M., Vera-Cruz, M. T., & Harris, P. J. C. (1995). Prosopis juliflora withstands aridity and goat browsing in the Republic of Cape Verde. Nitrogen Fixing Tree Research Reports, 13, 89–91.Google Scholar
  18. Prabakar, J., & Sridhar, R. S. (2002). Effect of random inclusion of sisal fiber on strength behaviour of soil. Construction and Building Materials, 16(2), 123–131.CrossRefGoogle Scholar
  19. Ramesh, N., Krishna, V., & Mamatha, V. (2010). Compaction and strength behavior of lime coir fiber treated Black Cotton soil. Geomechanics Engineering, 2, 19–28. Scholar
  20. Saravanakumar, S. S., Kumaravel, A., Nagarajan, T., Sudhakar, P., & Baskaran, R. (2013). Characterization of a novel natural cellulosic fiber from Prosopis juliflora bark. Carbohydrate Polymers, 92, 1928–1933. Scholar
  21. Sharma, V., Vinayak, H.K., & Marwaha, B.M. (2015). Enhancing compressive strength of soil using natural fibers. Scholar
  22. Sivapullaiah, P. V., Lakshmi Kantha, H., & Madhu kiran, K. (2003). Geotechnical properties of stabilized Indian red earth. Geotechnical and Geological Engineering, 21, 399–413. Scholar
  23. Swaidani, A., Hammoud, I., & Meziab, A. (2016). Effect of adding natural pozzolana on geotechnical properties of lime-stabilized clayey soil. Journal of Rock Mechanics and Geotechnical Engineering, 8(5), 714–725. Scholar
  24. Tang, C., Shi, B., Gao, W., Chen, F., & Cai, Y. (2007). Strength and mechanical behavior of short polypropylene fiber reinforced and cement stabilized clayey soil. Geotextiles and Geomembranes, 25, 194–202. Scholar
  25. Yadav, J. S., & Tiwari, S. K. (2016). Behaviour of cement stabilized treated coir fibre reinforced clay-pond ash mixtures. Journal of Building Engineering, 8, 131–140. Scholar
  26. Yihdego, Y. (2016). Evaluation of flow reduction due to hydraulic barrier engineering structure: case of urban area flood, contamination and pollution risk assessment. Journal of Geotechnical and Geological Engineering, 34(5), 1643–1654.CrossRefGoogle Scholar
  27. Yihdego, Y. (2017). Engineering and enviro-management value of radius of influence estimate from mining excavation. Journal of Applied Water Engineering and Research, 1–9.
  28. Yihdego, Y., & Al-Weshah, R. (2016). Gulf war contamination assessment for optimal monitoring and remediation cost-benefit analysis, Kuwait. Environmental Earth Sciences, 75(18), 1–11.CrossRefGoogle Scholar
  29. Yihdego, Y., Danis, C., & Paffard, A. (2017). Groundwater engineering in an environmentally sensitive urban area: Assessment, land use change/infrastructure impacts and mitigation measures. Hydrology Journal 2017, 4(37), 1–19.Google Scholar
  30. Yong, R. N., & Ouhadi, V. R. (2007). Experimental study on instability of bases on natural and lime/cement-stabilized clayey soils. Applied Clay Science, 35, 238–249. Scholar
  31. Zaimoglu, A. S. (2010). Freezing–thawing behavior of fine-grained soils reinforced with polypropylene fibers. Cold Regions Science and Technology, 60, 63–65. Scholar

Copyright information

© Springer Nature Switzerland AG 2018

Authors and Affiliations

  • R. Gopinath
    • 1
    Email author
  • R. Poopathi
    • 1
  • M. Vasanthavigar
    • 2
  • R. Arun
    • 1
  • M. Mahadevan
    • 1
  1. 1.Department of Civil EngineeringUniversity College of EngineeringTindivanamIndia
  2. 2.Department of Civil EngineeringAdhiparasakthi Engineering CollegeMelmaruvathurIndia

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