EDP Sciences logo
Web of Conferences logo
Search
Menu
All issues Volume 368 (2023) E3S Web Conf., 368 (2023) 02035 References
Open Access
Issue
E3S Web Conf.
Volume 368, 2023
4th African Regional Conference on Geosynthetics (GeoAfrica 2023)
Article Number 02035
Number of page(s) 7
Section TECHNICAL PAPERS: Stabilization
DOI https://doi.org/10.1051/e3sconf/202336802035
Published online 17 February 2023
  1. R. K. Rowe, “Systems engineering: The design and operation of municipal solid waste landfills to minimize contamination of groundwater,” Geosynth. Int., vol. 18, no. 6, pp. 391–404, 2011. [CrossRef] [Google Scholar]
  2. W. W. Müller and F. Saathoff, “Geosynthetics in geoenvironmental engineering,” Sci. Technol. Adv. Mater., vol. 16, no. 3, pp. 1–20, 2015. [Google Scholar]
  3. X. Qian and R. M. Koerner, “Critical interfaces of multilayer geosynthetic liner systems,” Environ. Geotech., vol. 2, no. 2, pp. 118–126, 2015. [CrossRef] [Google Scholar]
  4. M. H. Chang, J. K. Mitchell, and R. B. Seed, “Model Studies of the 1988 Kettleman Hills Landfill Slope Failure,” Geotech. Test. J., vol. 22, no. 1, pp. 61–66, 1999. [CrossRef] [Google Scholar]
  5. E. Koda, M. Grzyb, P. Osiński, and M. D. Vaverková, “Analysis of failure in landfill construction elements,” MATEC Web Conf., vol. 284, p. 03002, 2019. [CrossRef] [EDP Sciences] [Google Scholar]
  6. A. Ansari and P. B. Daigavane, “Analysis and modelling of slope failures in municipal solid waste dumps and landfills: A review,” Nat. Environ. Pollut. Technol., vol. 20, no. 2, pp. 825–831, 2021. [Google Scholar]
  7. R. Bonaparte, R. C. Bachus, and B. A. Gross, “Geotechnical Stability of Waste Fills: Lessons Learned and Continuing Challenges,” J. Geotech. Geoenvironmental Eng., vol. 146, no. 11, p. 05020010, 2020. [CrossRef] [Google Scholar]
  8. ASTM, “ASTM D5321/D5321 M – 20, Standard Test Method for Determining the Shear Strength of Soil-Geosynthetic and Geosynthetic-Geosynthetic Interfaces by Direct Shear,” West Conshohocken, PA, USA, 2020. [Google Scholar]
  9. S. Nanda and F. Berruti, “Municipal solid waste management and landfilling technologies: a review,” Environ. Chem. Lett., vol. 19, no. 2, pp. 1433–1456, 2021. [CrossRef] [Google Scholar]
  10. T. D. Stark, F. S. Niazi, and T. C. Keuscher, “Strength Envelopes from Single and Multi Geosynthetic Interface Tests,” Geotech. Geol. Eng., vol. 33, no. 5, pp. 1351–1367, 2015. [CrossRef] [Google Scholar]
  11. C. Sikwanda, D. Kalumba, and L. Nolutshungu, “Comparison of Single and Multi-Interface Strengths for Geosynthetic/Geosynthetic,” in Proceedings of the 17th African Regional Conference: Soil Mechanics and Geotechnical Engineering (XVII ARCSMGE), Cape Town, South Africa, 6–9 October 2019, pp. 77–81, 2019. [Google Scholar]
  12. K. Khilnani, T. D. Stark, and T. M. Bahadori, “Comparison of Single and Multi-Layer Interface Strengths for Geosynthetic/Geosynthetic and Soil/Geosynthetic Interfaces,” Geotech. Front., pp. 42–51, 2017. [Google Scholar]
  13. X. Qian, R. M. Koerner, and D. H. Gray, “Translational Failure Analysis of Landfills,” J. Geotech. Geoenvironmental Eng., vol. 129, no. 6, pp. 506–519, 2003. [CrossRef] [Google Scholar]
  14. X. Qian and R. M. Koerner, “Effect of Apparent Cohesion on Translational Failure Analyses of Landfills,” J. Geotech. Geoenvironmental Eng., vol. 130, no. 1, pp. 71–80, 2004. [CrossRef] [Google Scholar]
  15. J. Shi, S. Shu, X. Qian, and Y. Wang, “Shear strength of landfill liner interface in the case of varying normal stress,” Geotext. Geomembranes, vol. 48, no. 5, pp. 713–723, 2020. [CrossRef] [Google Scholar]
  16. V. Sylivery, “Comparative Assessment of Single & Double Interface Shear Strength Properties : A Case Study of a Landfill Project in the Western Cape Province, South Africa,” MSc Thesis submitted to the University of Cape Town, Cape Town, 2022. [Google Scholar]
  17. S. Buthelezi, D. Kalumba, and G. James, “Comparison of interface shear strength characteristics of HDPE and LLDPE geomembrane interfaces,” in Proceedings of the 6th EuroGeo Conference (EuroGeo6), Ljubljana Exhibition and Convention Centre, Ljubljana, Slovenia, 25–28 September, 2016, pp. 1067–1076, 2016. [Google Scholar]
  18. D. Adeleke, D. Kalumba, and J. Oriokot, “Asperities effect on polypropylene & polyester geotextile-geomembrane interface shear behaviour,” E3S Web Conf. (7th Int. Symp. Deform. Charact. Geomaterials IS-Glasgow 2019), vol. 92, p. 5, Jun. 2019. [Google Scholar]
  19. D. Adeleke, D. Kalumba, L. Nolutshungu, and J. Oriokot, “Assessment of Asperities Geometry Influence on MSW Landfill Critical Interface Side-Slope Stability Using Probabilistic Analysis,” in Proceedings of The Evolution of Geotech – 25 Years of Innovation, 20–21 April 2021, pp. 196 – 201, 2021. [Google Scholar]
  20. Department of Water Affairs and Forestry, Minimum requirements for waste disposal by landfill, 2nd ed. Pretoria, Republic of South Africa: Department of Water Affairs & Forestry, 1998. [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.