4.5 Article

Reinforced soil design using the combined electrokinetic and mechanical properties of soil

期刊

GEOSYNTHETICS INTERNATIONAL
卷 30, 期 4, 页码 398-414

出版社

EMERALD GROUP PUBLISHING LTD
DOI: 10.1680/jgein.21.00024

关键词

Geosynthetics; Electrokinetic geosynthetics; Design; Reinforced soil; Slopes; Stabilisation; Observational method; Preventative maintenance; Cost and carbon footprint

资金

  1. Engineering Physical Science Research Council (UK)
  2. Durham Waste Management
  3. Kvaerner
  4. Cementation Foundations Ltd
  5. Tenser International Ltd
  6. CAPITOL
  7. Mitsui Geosynthetics (Japan)
  8. Naue Fastening GmbH (Germany)
  9. Kalanick Co Ltd (Japan)
  10. NEW Associates
  11. Ashbrook Simon Hartley
  12. C A Blackwell
  13. Edmund Nuttall
  14. Rio Tinto
  15. Yorkshire Water
  16. Thames Water
  17. Severn Trent Water
  18. GKN (Germany)
  19. De Beers (South Africa)
  20. Exxaro (South Africa)
  21. Highways England
  22. Network Rail
  23. Entex (Sweden)
  24. Amey
  25. Balfour Beatty
  26. Tony Gee and Partners
  27. Afire (France)
  28. Architex (Sweden)
  29. Clear Edge (Sweden)
  30. Technote Sachsen (Germany)

向作者/读者索取更多资源

Traditional design of reinforced soil structures ignores the electrokinetic properties of soils, but the development of electrokinetic geosynthetic materials enables the combination of electrokinetic and mechanical properties in geotechnical design. By using electrokinetic improvement, the mechanical properties of soils can be enhanced, expanding the application of reinforced soil. The use of computer-controlled electrokinetic treatment has resulted in effective and economic design and construction protocols, providing evidence of the economic and environmental benefits of incorporating both electrokinetic and mechanical properties in the design of reinforced soil structures.
The design of reinforced soil is usually based solely on the mechanical properties of the fill, in the case of new structures, or the soil in the case of soil nailing. All soils display electrokinetic properties but these have largely been ignored in geotechnical design. The development of electrokinetic geosynthetic materials, which act as both electrodes as well as providing the established geosynthetic functions, has made it possible to combine the electrokinetic and mechanical properties of soils in geotechnical design. Using this approach, it is possible to improve the mechanical properties of the soil or fill prior to or during construction. The objective of the electrokinetic improvement is to increase the availability of suitable fill or make soils/waste materials previously not suitable for soil reinforcement acceptable and hence extend the application of reinforced soil. The use of computer-controlled electrokinetic treatment has resulted in effective and economic design and construction protocols, which in turn have led to a growing number of applications which provide positive evidence of the economic and environmental benefits of combining both the electrokinetic and mechanical properties of the soil in the design of reinforced soil structures.

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